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

被引：0

作者：

Wen, Huabin ^{[1
]}

Zhan, Yulin ^{[2
]}

Liu, Haibo ^{[2
]}

机构：

[1] Sichuan Univ Sci & Engn, Sch Mech Engn, Zigong 643000, Peoples R China

[2] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China

来源：

ADVANCED MATERIALS AND STRUCTURES, PTS 1 AND 2 | 2011年 / 335-336卷

关键词：

High strength concrete; steel fiber concrete; nonlinear; finite element method;

D O I：

10.4028/www.scientific.net/AMR.335-336.743

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

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.

引用

页码：743 / +

页数：2