Research on the Mechanical Properties of Concrete Members under Holding Load

被引:0
|
作者
Lu, Lihua [1 ]
Sun, Haixia [1 ]
Chen, Sili [1 ]
Pan, Guisheng [1 ]
Yang, Minji [1 ]
机构
[1] Shenyang Univ Technol, Sch Architectural & Civil Engn, Shenyang 110870, Liaoning, Peoples R China
来源
关键词
reinforced concrete; loading; prediction; finite element; numerical simulation;
D O I
10.4028/www.scientific.net/AMR.255-260.309
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to study the bearing capacity conditions of the reinforced concrete structure in service in the phase of using,test the mechanical properties of the bending members of reinforced concrete structures under loading and not loading conditions,and compare and analyze the relationship of load and deflection, crack, steel strain,concrete face strain under the two conditions,has got the conclusion that the bearing capacity decreased almost 12% under holding load, and analyze the effect of the bearing capacity and deformation under holding load; use ABAQUS finite element to simulate bending members of reinforced concrete structures under holding loading,and the simulation values are very close to the experimental results; indicate that finite element simulation can be carried out in prediction the service life of reinforced concrete structure in practical engineering.
引用
收藏
页码:309 / 313
页数:5
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