Closed-Form Solutions for Buckling of Long Anisotropic Plates with Various Boundary Conditions under Axial Compression-Reference-Cited by-同舟云学术

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Closed-Form Solutions for Buckling of Long Anisotropic Plates with Various Boundary Conditions under Axial Compression

Published:2010-09 Issue:9 Volume:136 Page:1105-1114
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Herencia J. Enrique¹²³,Weaver Paul M.¹²³,Friswell Michael I.¹²³

Affiliation:

1. Visiting Research Fellow, Dept. of Aerospace Engineering, Univ. of Bristol, Queen’s Building, Bristol BS8 1TR, U.K. (corresponding author).

2. Professor, Dept. of Aerospace Engineering, Univ. of Bristol, Queen’s Building, Bristol BS8 1TR, U.K.

3. Professor, School of Engineering, Swansea Univ., Singleton Park, Swansea SA2 8PP, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000158

Reference20 articles.

1. Analysis of Anisotropic Plates

2. Buckling of anisotropic composite plates;Chamis C. C.;J. Struct. Div.,1969

3. HANDBOOK OF STRUCTURAL STABILITY. PART I. BUCKLING OF FLAT PLATES

4. Bonded joints with composite adherends. Part I. Effect of specimen configuration, adhesive thickness, spew fillet and adherend stiffness on fracture

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