Formulation of Cracked Beam Element for Structural Analysis-Reference-Cited by-同舟云学术

Formulation of Cracked Beam Element for Structural Analysis

Published:2002-02 Issue:2 Volume:128 Page:220-230
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Viola E.¹,Nobile L.²,Federici L.³

Affiliation:

1. Professor of Civil Engineering, Dept. DISTART, Univ. of Bologna, Viale Risorgimento 2, 40136 Bologna, Italy.

2. Associate Professor, Dept. DISTART, Univ. of Bologna, Viale Risorgimento 2, 40136 Bologna, Italy.

3. PhD, Dept. DISTART, Univ. of Bologna, Viale Risorgimento 2, 40136 Bologna, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A2%28220%29

Reference30 articles.

1. The propagation of cracks and the energy of elastic deformation.;Bueckner H. F.;Trans. ASME,1958

2. Carpinteri A. Di Tommaso A. and Viola E. (1980). “Fatigue evolution of multicracked frame structures.” Proc. Int. Conf. On Analyzed Experimental Fracture Mechanics G. C. Sih ed. Rome 417–430.

3. One-dimensional theory of cracked Bernoulli-Euler beams

4. Cook R. D. Malkus D. S. and Plesha M. E. (1989). Concepts and applications of finite element analysis Wiley New York.

5. Derivation of shape functions for an exact 4-D.O.F. Timoshenko beam element

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