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Technical Brief

Hyperelastic Thin Shells: Equilibrium Equations and Boundary Conditions

[+] Author and Article Information
Chi Zhang

AML,
Department of Engineering Mechanics,
Tsinghua University,
Beijing 100084, China
Center for Mechanics and Materials,
Tsinghua University,
Beijing 100084, China

Jian Wu

AML,
Department of Engineering Mechanics,
Tsinghua University,
Beijing 100084, China
Center for Mechanics and Materials,
Tsinghua University,
Beijing 100084, China
e-mail: wujian@tsinghua.edu.cn

Keh-Chih Hwang

AML,
Department of Engineering Mechanics,
Tsinghua University,
Beijing 100084, China
Center for Mechanics and Materials,
Tsinghua University,
Beijing 100084, China
e-mail: huangkz@tsinghua.edu.cn

1Corresponding author.

Contributed by the Applied Mechanics Division of ASME for publication in the JOURNAL OF APPLIED MECHANICS. Manuscript received May 24, 2015; final manuscript received May 26, 2015; published online June 16, 2015. Assoc. Editor: Shaoxing Qu.

J. Appl. Mech 82(9), 094502 (Sep 01, 2015) (2 pages) Paper No: JAM-15-1269; doi: 10.1115/1.4030743 History: Received May 24, 2015; Revised May 26, 2015; Online June 16, 2015

The equilibrium equations and boundary conditions in terms of the second Piola–Kirchhoff membrane stress and moment are given in this note, which are necessary for the finite deformation analysis of shells.

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Grahic Jump Location
Fig. 1

Schematic diagram of boundary force and moment

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