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

Nguyen Van Chung, Bui Cong Thanh

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.

Full Text:

PDF


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

Refbacks

  • There are currently no refbacks.


Copyright (c) 2008 Vietnam Academy of Science and Technology

 

                      

Editorial Office of Vietnam Journal of Mechanics

3rd Floor, A16 Building, 18B Hoang Quoc Viet Street, Cau Giay District, Hanoi, Vietnam

Tel: (+84) 24 3791 7103

Email: vjmech@vjs.ac.vn