Finite-Element Modeling of Partially Encased Composite Columns Using the Dynamic Explicit Method

Author:

Begum Mahbuba122,Driver Robert G.122,Elwi Alaa E.122

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Begum M. Driver R. G. and Elwi A. E. (2005). “Strength and stability simulations of partially encased composite columns under axial load.” Proc. SSRC/NASCC Joint Annual Stability Conf. Montréal 241–255.

2. Begum M. Elwi A. E. and Driver R. G. (2004). “Numerical simulation of the behaviour of partially encased composite columns.” Proc. 5th Structural Specialty Conf. of the Canadian Society for Civil Engineering Saskatoon Sask. Canada ST-127-1–ST–127–10.

3. Bouchereau R. and Toupin J.-D. (2003). “Étude du comportement en compression-flexion des poteaux mixtes partiellement enrobés.” Rep. No. EPM/GCS-2003-03 Dept. of Civil Geological and Mining Engineering Ecole Poly Technique Montréal.

4. Chicoine T. Tremblay R. and Massicotte B. (2001). “Finite element modelling of the experimental response of partially encased composite columns.” EPM/GCS No. 2001-06 Dept. of Civil Geological and Mining Engineering Ecole Poly Technique Montréal.

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