Nonlocking Beam Finite Elements for Use with Inelastic Material Models-Reference-Cited by-同舟云学术

Nonlocking Beam Finite Elements for Use with Inelastic Material Models

Published:1999-02 Issue:2 Volume:125 Page:143-151
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:Journal of Engineering Mechanics

Author:

Rashid M. M.,Friedheim M.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281999%29125%3A2%28143%29

Reference21 articles.

1. Crisfield M. A. ( 1986). Finite elements and solution procedures for structural analysis. Vol. 1: Linear analysis. Pineridge Press Swansea U.K.

2. Egle D. M. ( 1969). “An approximate theory for transverse shear deformation and rotary inertia effects in vibrating beams.” NASA Contractor Rep. CR-1317 NASA Washington D.C.

3. Friedman Z. and Kosmatka J. B. ( 1993). “An improved two-node Timoshenko beam finite element.” Comp. and Struct. 47 473–481.

4. Hughes T. J. R. Taylor R. L. and Kanoknukulchai W. ( 1977). “A simple and efficient finite element for plate bending.” Int. J. Numer. Methods in Engrg. 11 1529–1543.

5. Ibrahimbegovic A. ( 1995). “On finite element implementation of geometrically nonlinear Reissner's beam theory: three-dimensional curved beam elements.” Comp. Methods of Appl Mech. and Engrg. 122 11– 26.

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