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  • Open Access

Comparison of different adhesively-bonded joint types for mechanical structures

Applied Adhesion Science20186:15

  • Received: 26 October 2018
  • Accepted: 19 December 2018
  • Published:


Adhesively-bonded joints are widely used to join structural components. The most common joint types are single-lap joints (SLJ), double-lap joints (DLJ), stepped-lap joints and scarf joints. Several factors influence the behaviour and strength of an adhesive joint, namely the type of adhesive (brittle or ductile, strong or weak) and joint geometry. One of the most important parameters that affects the joint strength is the overlap length (LO). A comparative study that involves several joint geometries and uses adhesives with different characteristics was carried out to check which type of adhesive is most suitable for a particular joint geometry. For this purpose, SLJ, DLJ, stepped-lap joints and scarf joints were chosen for testing with three adhesives. The experimental results were compared with numerical results obtained from Abaqus® using an integrated cohesive zone modelling module. Initially, a stress analysis was carried out to compare the different joint geometries. With this work, it was concluded that the optimal joint type significantly depends on the type of adhesive used, such that less strong and ductile adhesives are more suitable for joint geometries that exhibit large stress variations, while stronger but more brittle adhesives are recommended for joint geometries with more uniform stresses.


  • Epoxy
  • Polyurethane
  • Finite element analysis
  • Fracture mechanics
  • Cohesive zone models


Adhesive bonding has been widely used in several industries, such as automotive and aeronautical. Nowadays, and with the advances of adhesive science, the use of this type of joining method has become more appealing due to the higher peel and shear strengths and also allowable ductility up to failure of the adhesives [1, 2]. Adhesively-bonded joints have some advantages over traditional joints (welded, bolted or riveted), such as reduced weight, more uniform stress distributions, absence of damage in the bonded parts, ease of manufacture and the possibility to join dissimilar materials [3]. However, bonded joints are yet not reliable in critical connections because of issues like fatigue and long-term behaviour uncertainties, and large scatter in the failure loads [4]. Two alternatives may be chosen for the analysis of adhesive joints: closed-loop analyses or analytical methods and numerical methods (e.g. finite element method or FEM). The first prediction methods for adhesive structures consisted of analytical formulations, and the work of Volkersen [5] and Goland and Reissner [6] were precursors of several theoretical studies. The main advantage is the simplicity in obtaining the stress distributions in the adhesive, due to the simplified assumptions in terms of structure geometry, load, and boundary conditions. The most popular technique for the strength prediction of adhesive joints is the FEM [7, 8]. Initially, the continuous mechanics approach was considered, which required the stress distributions and an adequate failure criteria [9]. A FEM analysis can also be used in conjunction with fracture mechanics criteria for strength prediction, either by stress intensity factors or by an energy approach [10]. In the last decades new methodologies were introduced, one of which is modelling damage growth by combining the FEM with CZM [11]. This technique combines conventional FEM modelling for regions that are expected to be undamaged and a Fracture Mechanics approach for the cohesive elements to stimulate the crack growth [12]. A very recent alternative to the crack propagation model inside materials is the extended finite element method (XFEM), which uses enriched form functions to represent a discontinuous displacement field [13]. Few works apply this technique in bonded joints [14].

The most used joint types are SLJ, DLJ, stepped-lap joints and scarf joints. Undoubtedly, the SLJ is the most studied joint type due to the easy fabrication process, although the efficiency averaged to the bonded length is the worst between the mentioned joint types [15, 16]. DLJ are also simple to fabricate but there is a need to have access to both sides of the structures to perform these joints. However, the efficiency of this joint is much higher than that of the SLJ because of duplicating the shear-resistant area for the same LO [17]. Stepped-lap and scarf joints have an improved overall performance for the same bonded area, but the components to be bonded need milling operations, which makes the joints more demanding to fabricate [18, 19].

A large number of authors presented studies on different joint configurations, and some of these are purely experimental. The study of Papanicolaou et al. [20] focuses on an experimental and analytical investigation of unbalanced boron/epoxy-aluminium (2024-T3 alloy) SLJ subjected to a tensile loading, after being exposed to a corrosive environment, in order to study this effect on the maximum load (Pm) and failure mode. A high strength adhesive (FM94) was used for bonding and different LO were tested. The results mainly prove that LO and the aging conditions directly affect Pm, and that an optimum value of LO can be defined. The maximum through-thickness normal (σy) and shear stresses (τxy) increase with bigger LO, resulting in a non-proportional Pm improvement with LO. The experimental work of Lee et al. [21] reports on joint strengths, σy stresses (by extensometry) and failure modes in adhesively-bonded double-strap and supported glass-fibre reinforced polymer (GFRP) SLJ, bonded with three different epoxy adhesives. The load–displacement curves and Pm of the double-strap joints were compared with those of the supported SLJ to show the superior strength characteristics of the double-strap joints. It was shown that Pm was almost independent of the adhesive type, decreased with the adhesive layer thickness and increased with LO. It was also concluded that Pm of the double-strap joints is highly dependent on LO. Actually, an almost 50% increase in Pm was found by doubling LO from 50 to 100 mm.

Other works included numerical simulation, eventually supported by experiments for validation purposes. Nunes et al. [17] compared the tensile performance of SLJ and DLJ bonded with three different adhesives. The authors concluded that the joints’ behaviour is highly dependent on the adhesive type. Pm, either for SLJ or DLJ, was very limited with the increase of LO for the adhesive Araldite® AV138, due to its brittle behaviour. For the Araldite® 2015, which enables plasticization of the adhesive bond when the limiting stresses are attained, results showed an increased performance for higher LO. The Sikaforce® 7888, which manages to combine high strength with ductility, showed a better performance for both small and large LO. Liao et al. [22] numerically studied the effects of the adhesive thickness (tA), adhesive type and scarf angle (α), on the failure behaviour of adhesive scarf joints subjected to uniaxial tensile loading. A mixed-mode CZM with a bilinear shape coupled to a FEM subroutine was used to induce cohesive failure of the adhesive. The numerical results demonstrated that Pm increases with the reduction of tA. The authors concluded that the main parameters that evaluate the performances of SLJ, e.g. Pm, maximum applied displacement and failure energy, increase with the reduction of α. Regarding Pm, the joint loses the load-bearing capacity when adopting the brittle adhesive, while it keeps partial load-bearing capacity with the ductile adhesive. The strength improvement of adhesively-bonded scarf repairs in aluminium structures with external reinforcements was investigated in Ref. [23], using two adhesives (a brittle and a moderately ductile). It was concluded that the repair strength increases with the decrease of α and also with the bonding of external reinforcements. The strength of the adhesively-bonded stepped-lap joints with different step numbers was analysed by Akpinar [24]. The tensile behaviour of SLJ, one-step lap joints and three-step lap joints was experimentally and numerically examined by keeping an identical bonding length between all samples examined. The samples for the three different joint types used in the experimental studies were modelled three dimensionally by using Ansys package software. Multilinear isotropic hardening-von Mises plasticity was considered as material model. Failure was assessed by using a simple continuum mechanics criterion based on the von-Mises stresses. The AA2024-T3 aluminium alloy was used for the adherends, while a flexible adhesive and a stiff adhesive were applied separately. The authors concluded that changing the joint geometry in the bonding region has a large impact on the stress concentrations arising in the adhesive joint and on the joints’ load carrying capacity. According to the test data, the one-step and three-step lap joints bonded with the flexible adhesive suffered a strength improvement of 11% and 60%, respectively, over the SLJ. Comparison of the load carrying capacities of joints bonded with the stiff adhesive shows that the one-step lap and three-step lap joints carried 8.8% and 68% more load than a conventional SLJ, respectively. The authors also concluded that the results of the experimental study and FEM are in close agreement. The results of the numerical analysis and experimental study show that critical loci for failure are the interface between adhesive layer and upper adherend. Ichikawa et al. [25] carried out a three-dimensional FEM stress analysis and strength evaluation of stepped-lap adhesive joints between mild steel adherends, subjected to static tensile loadings. The authors concluded the value of the maximum principal stress in the adhesive decreased with the increase of the adhesive Young’s modulus, with the decrease of tA and with the increase of the number of butted steps.

The main objectives of this work are to carry out a comparative study that involves several joint geometries and uses adhesives with different characteristics, to check which type of adhesive is most suitable for a particular joint geometry. For this purpose, SLJ, DLJ, stepped-lap joints and scarf joints were chosen for testing with three adhesives. The experimental results are compared with numerical results obtained using Abaqus® using an integrated CZM module. Initially, a stress analysis is carried out to compare the different joint geometries.


Experimental work

Characterization of the joint materials

For the adherends material, the choice was the aluminium alloy AW6082 T651, which is distinguished by an elevated tensile strength (340 MPa, manufacturer’s specification). The material was supplied in 1 m long bars that had to be cut in specimens with the desired length, using a disc cutter. In conformity with the standard ASTM-E8M-04 [26], the stress–strain (σε) curves of the aluminium alloy as a bulk are shown in Fig. 1. The numerical simulations were carried out using the approximation of the adherend material shown in Fig. 1. The mechanical properties and values of standard deviation are presented in Table 1. The adhesives used in the experimental tests are the following: Sikaforce® 7752 (ductile), Araldite® 2015 (moderately ductile) and Araldite® AV138 (brittle). All these adhesives were tested in previous works concerning the most relevant mechanical and toughness properties [2729]. In order to obtain the tensile mechanical properties (E, σy, σf and εf) of the three adhesives, tests were conducted on bulk specimens. Figure 2 shows representative σ-ε curves of the tensile tests conducted on the three adhesives. The equivalent shear properties were estimated from thick-adherend shear tests (TAST) using steel adherends. On the other hand, to estimate the fracture properties, the following test methods were applied: double-cantilever beam (DCB) for the tensile toughness (GIC) and end-notched flexure (ENF) for the shear toughness (GIIC). The obtained data is summarized in Table 2.
Fig. 1
Fig. 1

Experimental and numerical σε curves of the aluminium

Table 1

Properties of the AW6082 T651 aluminium alloy [28]


AW6082 T651

Young’s modulus, E (GPa)

70.07 ± 0.83

Yield stress, σy (MPa)

261.67 ± 7.65

Tensile strength, σf (MPa)

324.00 ± 0.16

Tensile failure strain, εf (%)

21.70 ± 4.24

Fig. 2
Fig. 2

σ-ε curves comparison of the adhesives Araldite® AV138, Araldite® 2015 and Sikaforce® 7752

Table 2

Properties of the adhesives Araldite® AV138, Araldite® 2015 and Sikaforce® 7752 [2729]





Young’s modulus, E (GPa)

4.89 ± 0.81

1.85 ± 0.21

0.49 ± 0.09

Poisson’s ratio, ν




Tensile yield stress, σy (MPa)

36.49 ± 2.47

12.63 ± 0.61

3.24 ± 0.48

Tensile failure strength, σf (MPa)

39.45 ± 3.18

21.63 ± 1.61

11.48 ± 0.25

Tensile failure strain, εf (%)

1.21 ± 0.10

4.77 ± 0.15

19.18 ± 1.40

Shear modulus, G (GPa)




Shear yield stress, τy (MPa)

25.1 ± 0.33

14.6 ± 1.3

5.16 ± 1.14

Shear failure strength, τf (MPa)

30.2 ± 0.40

17.9 ± 1.8

10.17 ± 0.64

Shear failure strain, γf (%)

7.8 ± 0.7

43.9 ± 3.4

54.82 ± 6.38

GIC (N/mm)


0.43 ± 0.02

2.36 ± 0.17

GIIC (N/mm)


4.70 ± 0.34

5.41 ± 0.47

aManufacturer’s data

bEstimated from the Hooke’s law using E and ν

cEstimated in Campilho et al. [28]

Experimental details

The geometry of the SLJ, DLJ, stepped-lap and scarf joints is depicted in Fig. 3. The relevant dimensional parameters are: adherends’ thickness tP = 3 mm, tA = 0.2 mm, thickness of the vertical adhesive layers for the stepped-lap joints tA1 = 0.2 mm, LO = 12.5, 25, 37.5 and 50 mm, α = 3.43, 10, 15, 20, 30 and 45°, and total length of the joint between grips LT = 170 mm. It should be mentioned that α = 3.43° corresponds to LO = 50 mm, such that a direct comparison can be made between joint types. For all joint types, five specimens were fabricated, making a total of 90 test specimens. In this work, for the DLJ, it was considered that the inner adherend had the same tp value of the outer adherends. It must be pointed out that this option does not compromise this study and its objectives. Regarding the manufacturing of the joints, the adherends were initially cut to their final block dimensions. Then, the final shape of the specimens for the scarf and stepped-lap joints was obtained by milling. Following, all adherends regardless the joint geometry were submitted to proper surface preparation to promote a strong bond that in the end will result in a cohesive failure. This operation consists of cleaning the specimens using grit blasting and then applying a degreaser. The SLJ, DLJ, stepped-lap and scarf joints were assembled to cure in a steel mould, to ensure a proper adherends’ alignment and the correct value of LO. To obtain the specified tA, steel blocks with calibrated dimensions were used to support the upper adherend (SLJ) and inner and upper adherends (DLJ). The other joint types did not require this setup because the adherends are naturally aligned. For the scarf joints, clamps were used to position and align the adherends and, in order to obtain the specified tA, calibrated wire with 0.2 mm of diameter was applied between the adherends. For the SLJ, tabs were bonded at the joint ends, to obtain an adequate alignment in the testing machine. DLJ used a tab only between outer adherends. Due to their configuration, the other joints do not require this fabrication step. The time of cure for all joints was a minimum of 48 h, at room temperature. To remove the excess adhesive at the overlap zone, milling techniques were applied. The tests were done, at room temperature, in a Shimadzu AG–X 100 testing machine, with a 100 kN load cell and considering a grip velocity of 1 mm/min. Of the five specimens per joint type, a minimum of four valid results were provided. Figure 4 shows an example of a stepped-lap joint bonded with the Sikaforce® 7752 and LO = 25 mm ready for testing (a) and a SLJ bonded with the Araldite® 2015 and LO = 37.5 mm during a tensile test (b).
Fig. 3
Fig. 3

Geometry and dimensions of the SLJ (a), DLJ (b), stepped-lap (c) and scarf joints (d)

Fig. 4
Fig. 4

Stepped-lap joint bonded with the Sikaforce® 7752 and LO = 25 mm ready for testing (a) and SLJ bonded with the Araldite® 2015 and LO = 37.5 mm during a tensile test (b)

Numerical modelling

Model construction

For the four joint types, the numerical analyses were done in Abaqus®. These analyses provided the strength prediction and stress distribution analysis. The analyses were performed considering geometrical non-linearities through all, to accurately model the significant joint rotations of the SLJ. For the strength analysis, the adherends were modelled as elasto-plastic continuum bodies and the adhesives were treated with cohesive elements. The two-dimensional joint models were mainly built with plane-strain quadrilateral elements (CPE4) for the adherends. In the particular case of the scarf joints, plane-strain triangular elements (CPE3) were applied to model the tapered bonded edges. Regarding the bondline, a single layer of cohesive elements (COH2D4) was considered in the thickness direction, which follow a triangular traction–separation law. In the particular case of the stepped-lap joints, the adhesive was broken into horizontal and vertical segments, as shown in Fig. 5 (example for LO = 12.5 mm). The discontinuity between these segments was applied because of the physical impossibility to model the corners between adhesive segments by CZM, and it is not expected to compromise the results’ accuracy, because the loads that would be transferred through the corners is negligible. Figure 5 also shows the mesh applied to this joint. In the case of the DLJ, symmetry along the horizontal symmetry axis of the joint was applied. Figure 6 presents the mesh details for a LO = 25 mm DLJ (a) and a scarf joint with α = 10° (b). In the DLJ, emphasis is given on the symmetry conditions. For the stress analysis models, the aforementioned plane-strain quadrilateral elements (CPE4) were also applied in the adhesive layer, and stresses were extracted at the mid-thickness. Moreover, a more refined mesh than the one used for the damage models analysis was considered, in order to obtain more precise results, mainly in the adhesive layer. With this purpose, ten solid elements were used for the adhesive layer in the thickness direction. The number of elements and bias ratio (i.e. mesh grading effects) largely depend on the need to obtain accurate stress estimations. Thus, the overlap zone had higher mesh refinement with a tendency to reduce towards the edges of the joint, not to affect the accuracy of the strength predictions. This approach is a common procedure in bonded joints’ analysis [30] and it was done in order to reduce the required computational cost. To realistically simulate the experimental tests, boundary conditions were defined in a way that one of the joint edges was clamped and the other was subjected to a vertical restriction and a traction displacement.
Fig. 5
Fig. 5

Placement of the CZM elements for the stepped joints (example for LO = 12.5 mm)

Fig. 6
Fig. 6

Mesh detail for the LO = 25 mm DLJ (a) and for the scarf joint with α = 10° (b)

CZM formulation

CZM are based on relationships between stresses and relative displacements connecting homologous nodes of the cohesive elements, usually addressed as CZM laws. These laws simulate the elastic behaviour up to a peak load and subsequent softening, to model the gradual degradation of material properties up to complete failure. The areas under the traction–separation laws in each mode of loading (tension and shear) are equalled to the respective value of fracture toughness (GC). Under pure mode, damage propagation occurs at a specific integration point when the stresses are released in the respective traction–separation law. Under mixed mode, energetic criteria are often used to combine tension and shear [31]. In this work, triangular pure and mixed-mode laws, i.e. with linear softening, were considered for the analysis (Fig. 7). Although ductile adhesives such as the Sikaforce® 7752 may be best modelled with CZM laws that reproduce the plastic behaviour more accurately, such as the trapezoidal law, here the triangular shape was considered to assess the capability of a simpler and readily available law in modelling such joints. The elastic behaviour of the cohesive elements up to the tipping tractions is defined by an elastic constitutive matrix relating stresses and strains across the interface, containing E and the shear modulus (Gxy) as main parameters. Damage initiation under mixed-mode can be specified by different criteria. In this work, the quadratic nominal stress criterion was considered for the initiation of damage. After the cohesive strength in mixed-mode (t m 0 ) is attained, the material stiffness is degraded. Complete separation is predicted by a linear power law form of the required energies for failure in the pure modes. For full details of the presented model, the reader can refer to Ref. [32]. The properties of the adhesives for the simulations are given in Table 3 (estimated from the data of Table 2).
Fig. 7
Fig. 7

Traction-separation law with linear softening law available in Abaqus®

Table 3

CZM parameters of the three adhesives





E (GPa)




G (GPa)




t n 0 (MPa)




t s 0 (MPa)




GIC (N/mm)




GIIC (N/mm)




Results and discussion

This Section initially presents a description of the failure modes. A numerical stress distribution analysis in the adhesive layer is then undertaken, which assists in the following discussion regarding the experimental and numerical strength analysis, for a detailed understanding of the joints’ behaviour.

Failure modes

The majority of failures for all joint types occurred cohesively in the adhesive layer (Fig. 8), with some exceptions. For all the joints bonded with the Araldite® AV138 the type of failure was cohesive, although some of these cohesive failures took place near the interface. For the joints bonded with the Araldite® 2015, the typical failure mode is also cohesive in the adhesive layer. However, failure for the stepped-lap joints and DLJ with LO = 50 mm was in the adherends by plasticization, due to the higher loads caused by the ductility of the adhesive. The joints bonded with the Sikaforce® 7752 suffered from cohesive failure of the adhesive, and adherends’ plasticization was detected only for the DLJ with LO = 50 mm. These failure modes are consistent with the numerical simulations performed further in this work.
Fig. 8
Fig. 8

Example of cohesive failure modes for the SLJ bonded with the Araldite® 2015 and LO = 12.5 (a), 25 (b), 37.5 (c) and 50 mm (d)

Peel and shear stresses comparison

This Section compares σy and τxy stress distributions for the SLJ, DLJ, stepped-lap and scarf joints at the adhesive mid-thickness and for LO = 12.5 mm and 50 mm, such that a detailed discussion of the joint strengths can be introduced later in this work. It should be mentioned that the LO = 12.5 mm curve for the scarf joint was taken for α = 15°, which corresponds to LO ≈ 11.2 mm. All stress plots are normalized by τavg, representing the average value of τxy in the adhesive bond for respective value of LO. These stresses were taken during the elastic part of the loading (adhesive and adherends) and are valid up to the onset of adhesive or adherend plasticization. The stress distributions relate to the Araldite® 2015, although they can also represent the behaviour of the other adhesives in which regards a qualitative comparison between joint types and geometries (different LO and α). In fact, stress distributions are similar between adhesives, although small quantitative variations in σy and τxy peak stresses were found depending on the adhesives’ stiffness. This effect was tested in the work of Ribeiro and Tita [33]. Thus, this study enables a perception of the stress modifications induced by changing either the joint type and geometry and to discuss the Pm tendencies found.

Figure 9 shows σy stress distributions for all the joint types and LO = 12.5 (a) and 50 mm (b). The y-axis in Fig. 9b is truncated to provide an easier visualization. Between the different joints with LO = 12.5 mm, the SLJ has the highest peak stress values between all joint types, of ≈ 3.2 times the value of τavg, found at the overlap edges. This behaviour is due to the load asymmetry, leading to significant joint rotations and corresponding σy peak stresses at the mentioned locations [34]. This effect is minored in DLJ due to the load symmetry, which practically eliminates the transverse deflections and reflects on smaller σy peak stresses (up to 1.7 times τavg), which still take place due to bending of the outer adherends [1, 33]. Stepped-lap joints also result in an improved behaviour (highest σy peak stresses of 0.8 times τavg), in this case owing to the adherends’ collinearity, although variations between steps were still found [35]. The scarf joint provides the smoothest σy stress distribution along the bond length, although minor σy peak stresses are found at the overlap edges (up to 0.9 times τavg), which is due to the highly advantageous tapering effect of the adherends and corresponding adherend stiffness reduction at the scarf tips [23]. Increasing LO is usually linked to a degradation of stress distributions, in which concerns the increase of stress gradients (Fig. 9b). This is what happens for instance with the SLJ for LO = 50 mm, with a maximum σy/τavg of 8.6, and it can be justified by the increasing bending moment and joint rotation effects with higher LO. The peak σy/τavg for the DLJ also increases, from the aforementioned 1.7 to 5.5. Identically, this effect is also visible for the stepped-lap joint, with σy/τavg attaining 2.3. The tendency is however different for the scarf joint, since in this case an increase of LO is achieved by a reduction of α. As a result, the σy component diminishes due to the adhesive layer becoming more and more aligned with the applied load [23]. In Fig. 9b, normalized σy stresses along the entire bondline are negligible, apart from highly concentrated peaks with σy/τavg = 0.7.
Fig. 9
Fig. 9

σy stresses comparison between joint types bonded with the Araldite® 2015: LO = 12.5 (a) and 50 mm (b)

Figure 10 depicts τxy stress plots for the same types of joints and limit LO values: 12.5 (a) and 50 mm (b). Once again, for LO = 50 mm, the y-axis was shortened for a clearer comparison. The comparative analysis shows an identical pattern to σy stresses between joint types, although with different grounds. Actually, initially considering LO = 12.5 mm (Fig. 10a), the SLJ plot deviates the most from τavg, reaching a maximum of τxy/τavg of 2.2. However, in this case, it is justified from the significant shear-lag of differential deformation effect of the adherends [34]. This concept originates from the increasing tensile straining of the two adherends along the overlap, from their free edge to the opposite edge, which results in τxy peak stresses at the overlap ends. τxy stress distributions for the DLJ, although more uniform than the SLJ, present a higher magnitude at the outer adherends’ edge (x/LO = 0) end due to the higher loads induced to the middle adherend [36]. In this case, a maximum τxy/τavg of 1.7 is found. The marked τxy peak stresses reduction at x/LO = 1, compared to the SLJ, are due to smaller longitudinal deformation variations between the exterior and interior adherends. The behaviour of the stepped-lap joints is much improved over DLJ and especially SLJ, with the maximum τxy/τavg ratio peaking at 1.3. In fact, the stepped-lap joint, owing to its step-wise construction and thickness reduction towards the adherends ends at the overlap, is able to divide the load in a much more efficient manner between the steps [35]. However, the scarf joint clearly outperforms all the other joints, with a lowest τxy/τavg = 1.1, due to the continuous and linear cross-section reduction in the bonded area, arising from the linear tapering of the adherends, which reflects on the almost absence of shear-lag effect [23]. The increase of LO causes a major disruption on τxy stresses for all joints except scarf, equally to what was discussed for σy stresses. At LO = 50 mm (Fig. 10 b), τxy/τavg reaches a maximum of 6.4 for the SLJ, due to the increased amount of differential deformation of the two adherends at the overlap [17]. The DLJ follows the same path, by increasing this ratio from 1.7 (LO = 12.5 mm) to 6.0 (LO = 50 mm). The perceived difference between Fig. 10a, b regarding the stepped-lap joint is significant, and in this case a maximum τxy/τavg of 3.9 takes place for LO = 50 mm. The scarf joint is scarcely affected by the modification of LO due to its improved geometry [23] and τxy/τavg increases just to 1.4.
Fig. 10
Fig. 10

τxy stresses comparison between joint types bonded with the Araldite® 2015: LO = 12.5 (a) and 50 mm (b)

Thus, this discussion makes clear that the scarf joint should perform best for the same bonded area of adhesive, followed by the stepped-lap joint. The DLJ only outperforms the SLJ, which clearly gives the worst performance, but it should be considered that, for the same LO, the DLJ has twice the bonded area than all other joints. As a result, these differences should result in a distinct joint behaviour, although the joints’ performance also depends on the adhesive type, in the sense that, typically, more brittle adhesives are more sensitive to peak stresses. Moreover, at high transmitted loads, which typically take place for higher LO, another issue has importance: plasticization of the adherends. All these issues will be discussed further in the strength analysis that will follow.

Experimental joint strength

This Section begins by making a comparative analysis of the three adhesives, as a function of the joint geometry. Figure 11a compares Pm for the different joint types bonded with the Araldite® AV138. This adhesive achieves the best result for the scarf joint with LO = 50 mm (α = 3.43°). This adhesive is very stiff and brittle. The high peak stresses that usually exist in adhesives with high stiffness typically lead to premature failures and reduce the joints’ performance. However, in scarf joints, stresses are almost uniform (Figs. 9, 10) [23], which makes a strong but brittle adhesive behaviour to behave well, oppositely to what happens with SLJ. Since stresses remain practically uniform even with large bond areas, scarf joints with large LO (small α) are particularly suited for this adhesive. However, for smaller LO values, DLJ behave much better than all other joint types, including scarf, because DLJ have two layers of adhesive, which duplicates the adhesive area for the same LO. Thus, for short LO, which promote stresses with not too marked variations (Figs. 9, 10), this joint type shows a good compromise. However, bigger LO quickly lead to high peak stresses (Figs. 9, 10), with the corresponding lack of advantage for brittle adhesives [37]. The SLJ and stepped-lap joint obtain the worst results, mainly for the bigger values of LO, because the high brittleness of the Araldite® AV138 prevents any plasticization effect before failure of the adhesive, thus leading to premature failure. On the other hand, this plasticization already occurs in adhesives such as the Araldite® 2015 and Sikaforce® 7752, which are ductile adhesives, enabling them to reach higher Pm values for the same joint geometries. In conclusion, for bigger LO, the scarf joint is recommended. However, for short LO, DLJ have a slight advantage. The SLJ and stepped-lap joints are closer to the optimal Pm for short LO, while for higher LO they become inadequate.
Fig. 11
Fig. 11

Experimental Pm as a function of LO for the different joint types bonded with the Araldite® AV138 (a), Araldite® 2015 (b) and Sikaforce® 7752 (c)

Figure 11b presents the experimental Pm results for all joints bonded with the Araldite® 2015. For this adhesive, the DLJ performs best, irrespectively of LO. This difference to the previous adhesive is due to the plasticization capacity of this adhesive, which makes the double bonding area of the DLJ preponderant, despite the existing peak stresses (Figs. 9, 10) [17]. Despite this fact, it is possible to verify that, for LO > 25 mm, Pm is little affected by the increase of LO, once the adherends’ yield limit is reached. Due to its improved stress distributions (Figs. 9, 10) [38], the scarf joints show a nearly proportional increase of Pm with LO. For LO = 50 mm (α = 3.43°), it approaches Pm of the DLJ. However, further LO increase (or, correspondingly, α reduction) would trigger adherends’ yielding with small benefit to the joint strength. The SLJ and stepped-lap joint attained very similar values to the scarf joint up to LO = 25 mm because, under these conditions, peak stresses are limited (Figs. 9 and 10) [25, 39] and the adhesive still has some peak stress absorption capacity. However, above this LO these joints show increasing differences to the scarf joint (especially the SLJ), because of the corresponding degradation of stress distributions The SLJ and the stepped-lap joint obtained identical Pm values up to LO = 25 mm but, above this value, the stepped-lap joint clearly outperforms the SLJ. This difference is based on the moderate ductility of this adhesive, which allows to absorb the smaller peak stresses of the SLJ up to LO = 25 mm, but fails to do so for higher LO because of the higher peak stresses, which reflects in the cancel of the proportionality between Pm and LO. On the other hand, due to the more uniform stress distributions of the stepped-lap joints (Figs. 9, 10) [25], higher strengths are attained for the bigger LO. To conclude, for the Araldite® 2015, the DLJ always provide the best results since, due to this adhesive’s ductility, the bonded area is preponderant over peak stresses of the different joint types. The difference is highest for short LO, while for higher LO the scarf joint approaches the DLJ.

Figure 11c compares Pm for the different joint types with the Sikaforce® 7752. For this adhesive, the DLJ outperforms all other joint types by a significant amount. For this joint type, up to LO = 37.5 mm, the increase of Pm with LO is proportional. Above this value, the adherends’ plasticization limits the joint strength and the proportionality is cancelled. Since LO = 50 mm nearly reaches the failure strength of the aluminium adherends, no further LO increase is recommended with this adhesive. The other joint types showed identical results between them, with maximum Pm of ≈ 15 kN compared to Pm ≈ 24 kN for the DLJ. The identical behaviour between the SLJ, stepped-lap joints and scarf joints is caused by the extreme ductility of this adhesive, which manages to absorb practically all peak stresses. Under these conditions the scarf joint, which has the most convenient stress distributions (Figs. 9, 10) [40], excels only by a slight difference the SLJ and stepped-lap joint. However, between these three joint types, the SLJ may be recommended because of the fabrication ease. The scarf and stepped-lap joint may be a good solution if a flush joining surface is required.

Numerical joint strength

This Section regards the comparison between the CZM Pm estimates with the average experimental results for validation purposes, and also to provide a more detailed comparison between joint types. The results are presented by joint type rather than by adhesive, to facilitate the analysis and to give a different view to the subject, comparing to the previous Section. Figure 12a compares the Pm results for the SLJ, considering the three adhesives. For the Araldite® AV138, the numerical Pm values are in good agreement with the experimental values, and are generally within the experimental scatter, except for LO = 25 mm, in which the numerical prediction is approximately 60 N offset from the experimental scatter limit. The maximum deviation was 4.3% for LO = 12.5 mm (but still within the experimental scatter). The numerical Pm for the SLJ bonded with the Araldite® 2015 are within the experimental range for LO = 12.5 and 25 mm but, for bigger LO, the experimental values fall short of the numerical prediction (up to 5.9% for LO = 50 mm). This small deviation is probably due to the fact that these geometries undergo plasticity, which brings additionally modelling difficulties. The behaviour is different for the SLJ with the Sikaforce® 7752, since here the mismatch begins at the smallest LO (12.5 mm), with a non-negligible CZM under prediction, which extends to all LO tested (maximum of 16.0% for LO = 50 mm). This discrepancy between the numerical and experimental Pm is caused by the large ductility of the adhesive and lack of capacity of the triangular CZM model to reproduce this behaviour. Under these conditions, a trapezoidal law would give better results [41]. Between adhesives, for the SLJ the Araldite® 2015 is the adhesive that performs best for all LO although, for LO = 12.5 mm, Pm is identical to that of the Araldite® AV138. The Sikaforce® 7752 surpasses the Araldite® AV138 for LO ≥ 37.5 mm.
Fig. 12
Fig. 12

Experimental and numerical Pm comparison as a function of LO for the SLJ (a), DLJ (b), stepped-lap joints (c) and scarf joints (d)

The DLJ results are presented in Fig. 12b for the three tested adhesives. The behaviour for the joints bonded with the Araldite® AV138 is similar to that of the SLJ, and almost a perfect match was attained between the CZM and experimental results (maximum deviation of 5.4% for LO = 12.5 mm). This level of agreement is mainly due to this adhesive’s brittleness, which is accurately modelled by a triangular CZM. The Pm predictions were also in agreement with the experimental values for the Araldite® 2015 but, in this case, the adherends’ failure governed Pm for LO ≥ 25 mm. Thus, in these simulations, there are the adherends’ properties rather than those of the adhesive that dictate the outcome of the simulation. The maximum percentile deviation for this adhesive was 1.9%, for LO = 25 mm. The numerical results for the Sikaforce® 7752 reveal some deviation, equally to what happened for the SLJ, due to identical reasons (maximum deviation of 15.6% for LO = 12.5 mm). Only for LO = 50 mm this was not true, but in this case, due to the high loads involved, it was the adherends’ failure that dictated Pm. For this joint type, for short LO the best results are obtained with the Araldite® AV138 and 2015. For intermediate LO, the Araldite® 2015 clearly outperforms the other adhesives and the respective joints quickly reach the adherends’ limiting strength. For bigger LO, the Araldite® AV138 becomes clearly inadequate, while the Sikaforce® 7752 approached the Araldite® 2015 due to the limiting strength of the adherends.

Figure 12c presents the results for the stepped-lap joints bonded with the three adhesives studied in this work. The triangular CZM law resulted once again in a good Pm prediction for all LO. For the Araldite® AV138, the maximum deviation was 3.6%, obtained for LO = 12.5 mm. The reasons for this behaviour were previously documented. The predictive capabilities for the Araldite® 2015 were also good, although for LO = 50 mm the Pm prediction was 2.0% above the experimental result (corresponding to the largest difference). The strength of the aluminium adherends was not attained, like in the DLJ, but the adherends suffered plastic deformation for LO = 50 mm. For the Sikaforce® 7752, the same discrepancy between numerical and experimental Pm values was found, with the numerical values falling short of the experiments. For this joint type, the deviation increases for higher LO. Thus, the maximum deviation was 13.9% for LO = 50 mm. The best performing adhesive was the Araldite® 2015, except for LO = 12.5 mm, for which the Araldite® AV138 provided the highest Pm. The Sikaforce® 7752 only becomes competitive for large LO.

The Pm comparison for the scarf joints is presented in Fig. 12d for the three tested adhesives. The Araldite® AV138 is clearly the best choice for this joint type, for all LO. The CZM predictions were very accurate, and they were always inside the experimental scatter, except for LO = 17.0 mm (α = 10°) and LO = 5.2 mm (α = 30°). The maximum error was found for the latter of these two, of 5.8%. The good agreement extends to the Araldite® 2015. For this adhesive, the biggest discrepancy, of 8.0%, was found for LO = 5.2 mm (α = 30°). Moreover, only in this case was the numerical value outside of the experimental range (by approximately 130 N). For the other LO, much smaller deviations were found. The numerical Pm values for the scarf joints bonded with the Sikaforce® 7752 were typically below the experimental ones and outside the limits defined by the standard deviation. The maximum error was 12.7% for LO = 17.0 mm (α = 10°). The reasons for this difference were already discussed. However, due to the more uniform stress distributions for the scarf joints (Figs. 9, 10), the under prediction is smaller, since the failure displacement of the CZM laws is not as preponderant as the cohesive strengths [32]. Also due to the typical shape of the stress distributions, the strong yet brittle Araldite® AV138 is clearly the best choice since, under these conditions, the ductility becomes almost irrelevant for Pm.


In this work, an experimental and numerical (CZM) comparison was made between several types of adhesive joints, and considering three adhesives. From the experimentally obtained results, it is possible to conclude that the performance of the joints is very influenced by the choice of the adhesive. For the Araldite® AV138 and large values of LO, the joint with the best performance was the scarf joint, because the this joint takes advantage of the adhesives’ strength, even for brittle adhesives, due to the typically flat stress distributions. However, for shorter LO, due the area effect in the DLJ, these joints behave better. Higher LO lead to large peak stresses and the area effect is cancelled because of the adhesive’s brittleness. On the other hand, for the Araldite® 2015, since this adhesive is more ductile, the DLJ performs best. Under these conditions, the joints take advantage of the higher bonded area, despite the peak stresses. The scarf joint approaches the DLJ for higher LO because of taking advantage of the more uniform stress distributions and due the DLJ attaining the adherends’ limit strength. The Sikaforce® 7752 also performs best in the DLJ joint type. Moreover, for LO = 50 mm, Pm is identical to the Araldite® 2015 due to the adherends’ plastic deformation effect. The other joint types are much below the DLJ, with slight advantage for the scarf joint. However, the fabrication complications may not justify the advantage over the SLJ. The CZM simulations with triangular cohesive laws showed a good match to respective experiments, except for consistent Pm under predictions when using the Sikaforce® 7752, because of the ductility of this adhesive, which is not correctly modelled with a triangular CZM. Nonetheless, rough predictions were achieved. The scarf joint showed slightly better strength predictions by CZM modelling. Actually, due to the improved stress distributions of this joint type, the cohesive strengths rule the failure process, instead of the failure displacements. The maximum errors obtained by joint type were as follows, always for the Sikaforce® 7752: 16.0% (SLJ), 15.6% (DLJ), 13.9% (stepped-lap joint) and 12.7% (scarf joint). For the other adhesives, the correspondence was significantly better. Thus, it can be concluded that CZM is an accurate tool for the strength prediction of bonded joints, which enabled to define the best geometry for each adhesive type (and vice versa).



cohesive zone model


double-cantilever beam


double-lap joint


Young’s modulus


end-notched flexure


Finite Element Method


fracture toughness


glass-fibre reinforced polymer


tensile toughness


shear toughness

G xy

shear modulus


overlap length


total length of the joint between grips

P m

maximum load


single-lap joint

t A

adhesive thickness

t A1

vertical adhesive layers’ thickness for the stepped-lap joints


thick adherend shear tests

t m 0

cohesive strength in mixed-mode

t P

adherends’ thickness


extended finite element method


scarf angle



ε f

failure strain



σ f

tensile strength

σ y

through-thickness normal stresses

σ y

yield stress

τ avg

average value of τxy in the adhesive bond for respective value of LO

τ xy

shear stresses


Authors’ contributions

NGCB performed the experimental tests and respective data analysis, and he also performed the numerical analysis. RDSGC and RDFM developed the numerical technique and participated the paper writing. FJGS participated in the paper writing. All authors read and approved the final manuscript.


The authors would like to thank Sika® Portugal for supplying the adhesive.

Competing interests

The authors declare that they have no competing interests.

Availability of data and materials

The datasets used and/or analysed during the current study are available from the corresponding author on reasonable request.


No funding was received.

Publisher’s Note

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Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (, which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Authors’ Affiliations

Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, Rua Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal
INEGI–Pólo FEUP, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal


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