The analysis of composite beams with partial interaction using the general technique method

Authors

  • Nguyen Van Chung Postgraduate Student, Civil Engineering, University of Technology, VNU-HCMC
  • Bui Cong Thanh Department of Structural Mechanics, Faculty of Civil Engineering

DOI:

https://doi.org/10.15625/0866-7136/30/1/5606

Abstract

This paper presents a modeling technique that derives from the work of Newmark to describe the behavior of steel-concrete composite beams with elastic shear connection. The model is used to derive expressions for beam curvature, rotation and deflection under monotonic load from which the stiffness matrix is derived and finite element analysis performed on a set of illustrative examples. Model results are compared to those obtained using other method.

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Published

31-03-2008

How to Cite

Chung, N. V., & Thanh, B. C. (2008). The analysis of composite beams with partial interaction using the general technique method. Vietnam Journal of Mechanics, 30(1), 1–10. https://doi.org/10.15625/0866-7136/30/1/5606

Issue

Section

Research Paper