Finite element formulation for the analysis of multilayered beams based on the principle of stationary complementary strain energy-Reference-Cited by-同舟云学术

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Finite element formulation for the analysis of multilayered beams based on the principle of stationary complementary strain energy

Published:2018-07 Issue: Volume:167 Page:287-307
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Pham Phe Van,Mohareb Magdi,Fam Amir

Funder

University of Ottawa-Canada

Ontario Graduate Scholarship

Natural Sciences and Engineering Research Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. On the corrections for shear of the differential equation for transverse vibrations of prismatic bars;Timoshenko;Phil Mag,1921

2. The Shear Coefficient in Timoshenko’s Beam Theory;Cowper;J Appl Mech,1966

3. Timoshenko’s shear coefficient from a beam subjected to gravity loading;Stephen;J Appl Mech,1980

4. On Timoshenko’s correction for shear in vibrating beams;Kaneko;J Phys D Appl Phys,1975

5. Blevins RD. Formulas for dynamics, acoustics and vibration. Wiley Publisher; 2015, ISBN: 978-1-119-03811-5.

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