The damage analysis of the reinforced concrete beam and the prestressed reinforced concrete beam

被引:1
|
作者
Vasko, Milan [1 ]
Handrik, Marian [1 ]
Rac, Matej [1 ]
Baniari, Vladislav [1 ]
Kortis, Jan [2 ]
Daniel, L'ubos [2 ]
机构
[1] Univ Zilina, Fac Mech Engn, Dept Appl Mech, Univ 8215-1, Zilina 01026, Slovakia
[2] Univ Zilina, Fac Civil Engn, Dept Struct Mech, Univ 8215-1, Zilina 01026, Slovakia
关键词
reinforced concrete beam; prestressed reinforced concrete beam; rebar elements; FE analysis; STRESS; DESIGN;
D O I
10.1051/matecconf/201815702055
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The paper deals with the finite-element analysis of damage in reinforced concrete beam and prestressed reinforced concrete beam. The steel reinforcement is modeled using non-linear rebar elements and an elastoplastic model of the reinforcement is considered. The initial prestress is defined in the ropes that are used to create the prestressed reinforced concrete beam. These ropes are also modeled using non-linear rebar elements and the elastoplastic material model. Created computational model allows the damage modeling of the reinforced and pre-stressed reinforced concrete beams under static loading.
引用
收藏
页数:10
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