An improved four-parameter model with consideration of Poisson's effect on stress analysis of adhesive joints. (1st April 2015)

• Record Type: Journal Article
• Authors: Jiang, Wensheng; Qiao, Pizhong
• Is Part Of: Engineering structures. Volume 88(2015:Apr. 01)
• Page Start: 203
• Page End: 215
• Publication Date: 2015-04-01
• Subjects: Adhesive layer -- Interface stress -- Interface debonding -- Bonded interface -- Adhesive joint -- Stress concentrations -- Poisson's ratio; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2015.01.027
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: An improved four-parameter model for interface stress analysis of adhesively bonded joints. Modeling the adhesive layer as a 2-D elastic continuum. Considering the longitudinal strain caused by the transverse stress and Poisson's effect. Abstract: An improved four-parameter model considering Poisson's effect is presented to analyze interface stresses of adhesively bonded joints. The existing theoretical models of adhesive joints analyze the adhesive layer as a beam without considering Poisson's effect, which violates the Hooke's law and cannot satisfy the compatibility condition of the adhesive layer; furthermore, the bending moment of the adhesive layer is neglected by assuming the thin thickness of adhesive layer. To eliminate these flaws, the present study models the adhesive layer as a 2-D elastic continuum in which both the Hooke's law and equilibrium equations are fully satisfied. The longitudinal strain caused by the transverse stress is also considered, and it is proved to have a significant effect on the interface stress distributions. The present model regains the missing bending moment of the adhesive layer which is absent in the existing models, and it satisfies all the boundary conditions. The validity of the new model is demonstrated by its excellent agreements with the results from the numerical finite element analysis when predicting the interface stress distributions for the single-lap joints and CFRP-strengthened reinforced concrete beams, and the broader applicability of the present model can be expected. The new model developed presents explicit closed-form solutions for the interface stresses and beam forces, and it provides an accurate tool for design analysis of adhesively bonded joints or interfaces.