Boundary Layer Solutions Induced by Displacement Boundary Conditions of Shear Deformable Beams and Accuracy Study of Several Higher-Order Beam Theories
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Mechanics, Tianjin Univ., Tianjin 300072, China.
2. Professor, Dept. of Mechanics, Tianjin Univ., Tianjin 300072, China (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.1943-7889.0000440
Reference29 articles.
1. A consistent higher order beam theory;Bickford W. B.;Develop. Theor. Appl. Mech.,1982
2. Closed-form solution for the cross-section warping in short beams under three-point bending
3. On the Proper Boundary Conditions for a Beam
4. Static analysis of a Bickford beam by means of the DQEM
5. A refined theory of rectangular deep beams based on general solutions of elasticity;Gao Y.;Sci. China Ser. G,2006
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