Computational analysis of multi-stepped beams and beams with linearly-varying heights implementing closed-form finite element formulation for multi-cracked beam elements-Reference-Cited by-同舟云学术

Computational analysis of multi-stepped beams and beams with linearly-varying heights implementing closed-form finite element formulation for multi-cracked beam elements

Published:2013-07 Issue:14-15 Volume:50 Page:2527-2541
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Skrinar Matjaž

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference34 articles.

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3. Identification of transverse crack location in flexural vibrations of free-free beams;Boltežar;J. Sound Vib.,1998

4. Exact solution of the multi-cracked Euler–Bernoulli column;Caddemi;Int. J. Solids Struct.,2008

5. Exact closed-form solution for the vibration modes of the Euler–Bernoulli beam with multiple open cracks;Caddemi;J. Sound Vib.,2009

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