Shear-Flexible Steel-Concrete Composite Beams in Partial Interaction: Closed-Form “Exact” Expression of the Stiffness Matrix-Reference-Cited by-同舟云学术

Shear-Flexible Steel-Concrete Composite Beams in Partial Interaction: Closed-Form “Exact” Expression of the Stiffness Matrix

Published:2012-02 Issue:2 Volume:138 Page:151-163
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Martinelli Enzo¹²³,Faella Ciro¹²³,di Palma Giuseppe¹²³

Affiliation:

1. Assistant Professor of Structural Engineering, Dept. of Civil Engineering, Univ. of Salerno, via Ponte don Melillo, 84084 Fisciano (SA), Italy (corresponding author).

2. Full Professor of Structural Engineering, Dept. of Civil Engineering, Univ. of Salerno, via Ponte don Melillo, 84084 Fisciano (SA), Italy.

3. Ph.D. Scholar, Dept. of Civil Engineering, Univ. of Salerno, via Ponte don Melillo, 84084 Fisciano (SA), Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000320

Reference19 articles.

1. Abdel-Aziz K. (1986). “Numerical modeling and experimental study of composite beams with partial or spaced shear connection.” Ph.D. thesis. No. D 86-3 INSA Rennes Rennes France.

2. Partial interaction between elastically connected elements of a composite beam

3. Modéle de calcul élasto-plastique de poutres mixtes à connection partielle;Aribert J. M.;Construction Métallique,1982

4. Mixed Formulation of Nonlinear Steel-Concrete Composite Beam Element

5. Dezi L. Gara F. and Leoni G. (2007). “A shear deformable steel-concrete composite beam model.” Proc. 6th Int. Conf. on Steel & Aluminium Struct. (ICSAS ’07) R. Beale ed. Oxford Brookes University Oxford UK 457–464.

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