Buckling of Asymmetrically Delaminated Three-Dimensional Twisted Composite Beam: Exact Solution-Reference-Cited by-同舟云学术

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Buckling of Asymmetrically Delaminated Three-Dimensional Twisted Composite Beam: Exact Solution

Published:2013-08 Issue:8 Volume:139 Page:1124-1132
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Kroflič Aleš¹,Saje Miran²,Planinc Igor²,Zupan Dejan³

Affiliation:

1. Researcher, Faculty of Civil and Geodetic Engineering, Chair of Mechanics, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia.

2. Professor, Faculty of Civil and Geodetic Engineering, Chair of Mechanics, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia.

3. Associate Professor, Faculty of Civil and Geodetic Engineering, Chair of Mechanics, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000496

Reference21 articles.

1. Delamination in banded steels

2. One dimensional modelling of failure in laminated plates by delamination buckling

3. Flexural-Torsional Buckling of Cantilever Strip Beam-Columns with Linearly Varying Depth

4. Buckling of delaminated bi-layer beam-columns

5. Shear deformation theory for compressive delamination buckling and growth

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1. On the Spatial Buckling of Elastic Columns;International Journal of Structural Stability and Dynamics;2024-06-27

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