Hostname: page-component-74656f9884-rngvg Total loading time: 0 Render date: 2026-11-06T06:57:05.205Z Has data issue: false hasContentIssue false

Influence of adherend properties on the strength of adhesively bonded joints

Published online by Cambridge University Press:  05 August 2019

Mariana D. Banea*
Affiliation:
Federal Center for Technological Education of Rio de Janeiro, Brazil; mdbanea@gmail.com

Abstract

Advanced lightweight materials, including high-strength steels, aluminum, magnesium, plastics, and reinforced polymer composites, are increasingly used in industry. Combinations of mixed materials are becoming commonplace in the design of structures. Adhesives can be used to join a wide range and combinations of materials. However, joining of materials depends on their specific characteristics. The choice of adherend material is one particular and important parameter that influences adhesively bonded joint performance, and its effect should be taken into consideration in the design of adhesive joints. This article overviews experimental and modeling investigations on the influence of adherend properties on the strength of adhesively bonded joints.

Information

Type
Joining of Dissimilar Lightweight Materials
Copyright
Copyright © Materials Research Society 2019 
Figure 0

Figure 1. Examples of configurations of adhesively bonded joints. (a) Single-lap joint. (b) Double-lap joint. (c) Double scarf joint. (d) Double stepped-lap joint.

Figure 1

Figure 2. Single-lap joint. (a) Joint configuration. (b) Adhesive shear stress distribution along the overlap; and (c) adhesive peel stress distribution along the overlap. Note: ta, adhesive thickness; ts, adherend thickness; F, applied load.

Figure 2

Figure 3. The effect of material combination on the failure load of single-lap joints.31 (a) Failure loads of similar joints (CFRP/CFRP, HS/HS) and CFRP/HS dissimilar joints. Similar joints had the highest failure load values while geometrically balanced joints (CFRP [1.2 mm]/HS [1 mm] and CFRP [2.1 mm]/HS [2 mm]) show higher strength than the stiffness-balanced joints (CFRP [2.1 mm]/HS [1 mm]). (b) Failure loads of similar joints (CFRP/CFRP, HS/HS) compared to CFRP/Al dissimilar joints. As CFRP/HS dissimilar joints in (a), geometrically balanced CFRP (2.1 mm)/Al (2 mm) joints withstand higher loads before failing as compared to stiffness-balanced CFRP [2.1 mm]/Al [3 mm] joints). Note: CFRP, carbon fiber-reinforced plastics; HS, high-strength steels.

Figure 3

Figure 4. Schematic of a cohesive zone model for failure prediction of adhesively bonded joints. (a) Continuum mechanics approach: a crack initiates when the maximum values of stress or strain are attained. (b) Fracture mechanics approach uses an energy parameter (toughness) as the failure criterion. (c) Traction-separation law with linear elastic interface behavior: with increasing interfacial separation, the traction across the interface reaches a maximum (crack initiation), then decreases (softening) until crack propagation causes complete debonding of the interfaces. Note: σ, tensile stress; σmax, tensile strength at failure; σi, strength (tensile, shear); δ, separation; ε, tensile strain; εmax, tensile strain at failure; G, energy release rate; GIC, mode I critical energy release rate.39