Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/11545
Title: Computer analysis of arbitrary reinforced concrete cross-section under bieccentric load
Authors: Diao, B
Ye, Y
Lam, SSE 
Keywords: Arbitrary cross-section
Bieccentric load
Computer analysis
Reinforced concrete
Issue Date: 2000
Source: Progress in natural science, 2000, v. 10, no. 4, p. 307-309 How to cite?
Journal: Progress in Natural Science 
Abstract: The computational aspects of the problem of ultimate strength analysis of arbitrary reinforced concrete cross-sections under normal force and biaxial bending are considered. The cross-section secant stiffness derived here insures the convergence of the solution for the equilibrium equations in any load case. The stress-strain relations of concrete and reinforcements are expressed in terms of the piece-wise continuous cubic polynomials. The coefficients of the cross-section equilibrium equations are evaluated numerically by applying the integration rules proposed by Rieckmann and Sommerfield. The present approach is demonstrated through several examples.
URI: http://hdl.handle.net/10397/11545
ISSN: 1002-0071
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