Mechanics of Bimaterial Interface: Shear Deformable Split Bilayer Beam Theory and Fracture

[+] Author and Article Information
Jialai Wang

Department of Civil Engineering,  North Dakota State University, Fargo, ND 58105-5285jialai.wang@ndsu.edu

Pizhong Qiao1

Advanced Materials and Structures Research Group, Department of Civil Engineering,  The University of Akron, Akron, OH 44325-3905qiao@uakron.edu


Corresponding author. Tel.: +1-330-972-5226; fax: +1-330-972-6020.

J. Appl. Mech 72(5), 674-682 (Feb 02, 2005) (9 pages) doi:10.1115/1.1978920 History: Received August 18, 2003; Revised February 02, 2005

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Copyright © 2005 by American Society of Mechanical Engineers
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Figure 1

A bi-layer beam system under generic loadings

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Figure 2

Overall equilibrium of bi-layer beam system

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Figure 3

Joint (crack tip) deformation model

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Figure 4

Double cantilever beam (DCB) specimen

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Figure 5

Comparisons of joint deformation at the crack tip

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Figure 6

Comparison of crack tip rotation

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Figure 7

Local buckling of laminated composites

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Figure 8

End rotation effect on local buckling loading

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Figure 9

Comparison of fracture parameters for ADCB specimen (h1=h2)

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Figure 10

Single leg bending (SLB) specimen

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Figure 11

Effect of shear deformation on ERR of SLB for a∕(h1+h2)=8.33 and a∕L=0.5



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