Secondary Development of ANSYS Software to Calculating Sunshine Temperature Stress of Hollow Pier

被引:0
作者
Ge, Junying [1 ]
机构
[1] Shijiazhuang Tiedao Univ, Coll Civil Engn, Shijiazhuang 050043, Hebei, Peoples R China
来源
ADVANCES IN CIVIL ENGINEERING, PTS 1-6 | 2011年 / 255-260卷
关键词
Sunshine Temperature; Non-linear temperature gradient; Temperature effect; ANSYS;
D O I
10.4028/www.scientific.net/AMR.255-260.1906
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For hollow but high bridge piers, single side sun exposure causes great temperature stress. Currently, the bridge specifications of each countries have different regulations on hollow pier's temperature load, partly can only reference to the temperature gradient curve of box girders, but the errors might be large sometimes. This paper gives a method to calculate the hollow pier's temperature field and stress that caused by solar radiation, a method which can consider any region, any season and any time. A secondary development is also applied to reinforce ANSYS software, and the aforementioned functions is embedded in the ANSYS GUI.
引用
收藏
页码:1906 / 1909
页数:4
相关论文
共 4 条
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  • [3] Guo Qi-wu, 2002, CHINA J HIGHWAY TRAN, V2, P48
  • [4] Kehlbeck F, 1981, EFFECT BRIDGE STRUCT