A Nonlinear Study on the Prestressed Structure of High Strength Concrete - Steel Fiber Concrete

Abstract:

In the construction of high-rise buildings, large span structures and tall structures, the combinatorial design structure of high strength concrete, steel fiber concrete, prestressed tendon and ordinary steel bar is a main measure to bring the advantages of high strength concrete into full play. This paper studies the nonlinear constitutive relations of high strength concrete, steel fiber concrete and steel bar. By using finite element method, this paper carries out a numerical simulation of the whole monotonic loading process of box prestressed continuous beam of high strength concrete - steel fiber concrete and gets comparatively detailedc calculating results, which provide a theoretical reference for the reasonable combinatorial design of high strength concrete,steel fiber concrete, prestressed tendon and ordinary steel bar.

• Periodical: Advanced Materials Research (Volumes 335-336)
• Pages: 743-751
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.335-336.743
• Online since: September 2011
• Authors: Hua Bin Wen, Yu Lin Zhan, Hai Bo Liu
• Keywords: Finite Element Method (FEM), High-Strength Concrete (HSC), Nonlinear, Steel Fiber Concrete

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