方钢管钢骨高强混凝土轴压柱有限元分析.pdf
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第32 卷第7期 东 北 大 学 学 报 ( 自 然 科 学 版 ) Vol132, No. 7
2 0 1 1 年 7 月 Journal of Northeastern U ni ersity( Natural Science) Jul. 2 0 1 1
1 1 2 2
赵同峰, 王连广, 安山河 , 李小朋
( 1. , 110819; 2. , 110162)
: , ANSY S
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; high distortion ,
, ANSY S
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: ; ; ; ANSYS;
: T U 398 : A : 1005-3026( 20 11) 07- 104 1-03
Finite Element Analysis on Square Tube Filled with Steel
Reinforced High-Strength Concrete Subjected to Axial
Com ression
1 1 2 2
ZH A O Tong-f eng , WA N G L ian-g uang , A N Shan-he , LI X iao-p eng
( 1. School of Resources Ci il Engineering, Northeastern Uni ersity, Shenyang 110819, China; 2. Basic Course
Department, Sheny ang Artillery Academy, Shenyang 110 162, China. Corresponding author: ZHAO T ong-feng,
E-mail: ztfgty @ sohu. com)
Abstract: T he properties of square steel tube filled w ith steel reinforced high-strength concrete
w ere analyzed by using finite element analysis software ANSYS. The results show ed that the
impro ed stress-strain model for confined core concrete is fitting for the simulation of bearing
capacity and peak strain. The post-peak response show s a good agreement w ith the test results
before high distortion, but the subsequent deformation doesn. t accord w ith the true state. So
ANSYS can be employed to analyze steel tube filled w ith steel reinforced high-strength concrete.
Key words: concrete-filled square steel tube; ax ial compression; constituti e relation; ANSYS;
finite element
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