Direct cohesive law measurement under mixed-mode loading using semi-circular bend (SCB) specimens

被引:2
|
作者
Akhavan-Safar, A. [1 ]
Ajdani, A. [2 ]
da Silva, L. F. M. [3 ]
Ayatollahi, M. R. [2 ]
机构
[1] Inst Sci & Innovat Mech & Ind Engn INEGI, Rua Dr Roberto Frias, P-4200465 Porto, Portugal
[2] Iran Univ Sci & Technol, Dept Mech Engn, Fatigue & Fracture Lab, Narmak 16844, Tehran, Iran
[3] Univ Porto, Fac Engn, Dept Engn Mecan, Rua Dr Roberto Frias, P-4200465 Porto, Portugal
关键词
Adhesive joints; Cohesive zone model; DIC method; Semi-circular bend (SCB) specimen; ADHESIVELY-BONDED JOINTS; II FRACTURE ENERGY; BRITTLE; BEHAVIOR;
D O I
10.1016/j.ijadhadh.2023.103603
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The present paper suggests a new method to obtain pure mode and mixed mode traction-separation laws of adhesives using semi-circular bend (SCB) specimen by employing the digital image correlation (DIC) technique. This specimen was recently proposed by the same authors for fracture energy assessment of adhesives. This test method doesn't require any special apparatus or loading jig for mixed mode fracture tests ranging from pure mode I to pure mode II. Lower cost and higher precision than conventional methods are the most advantages of using SCB fracture tests. The primary drawback of this test method lies in its data reduction process. To address this limitation, this paper introduces a direct approach for measuring fracture energy and cohesive law parameters of the adhesive. In this method, substrate strains at the interface are used to calculate the cohesive stress applied to the adhesive layer at each desired section. Shear and normal separation values are obtained directly from DIC displacement results. The proposed method was applied to the SCB specimen subjected to pure modes I and II and for mixed-mode I/II cohesive laws. Four different SCB specimens were manufactured and tested to cover different mode mixities between pure mode I and pure mode II. The experimentally obtained cohesive laws were evaluated using finite element analysis (FEA). Good agreement between the experimental and numerical results were observed.
引用
收藏
页数:11
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