钢筋保护层厚度对钢筋混凝土梁力学性能的影响  

Study on the Influence of the Protective Layer Thickness on the Mechanical Properties of the Reinforced Concrete Beam

作　　者：李维红[1] 詹坤[1] 林雪凌[1] 

机构地区：[1]大连大学建筑工程学院,辽宁大连116622

出　　处：《大连大学学报》2008年第6期80-83,共4页Journal of Dalian University

基　　金：辽宁省科技厅博士启动基金项目(20071073);深圳市土木工程耐久性重点实验室开放课题基金资助项目(CED07-07)

摘　　要：应用材料破坏分析软件MFPA2D(Material Failure Process Analysis)系统,模拟了钢筋混凝土材料在4点弯曲状态下的破坏过程,重点研究了钢筋保护层厚度对钢筋混凝土梁力学性能的影响。研究结果表明,一味地增加保护层的厚度会使梁的截面有效高度减小,从而使构件的承载能力下降。所以要选择适当的保护层厚度,使构件能最好地发挥它的性能。一般情况下钢筋保护层厚度在90mm以内都是比较合理的,但在此前提下仍需要根据相关标准及规范来确定。The system of MFPA （Material Failure Process Analysis） is applied to simulate the failure process of the reinforced concrete member under the situation of four-point bending. The influence of the protective layer thickness on the mechanical properties of the reinforced concrete beam is mainly studied. Results indicate that the increase of the protective layer thickness will reduce the sectional effective height of the beam, and that will decrease the bearing capability of the member. Therefore, to choose the protective layer thickness for the member will properly make the member to have better properties. In this study, it is also found that in general it is more reasonable to choose the protective layer thickness less than 90 mm. However, it is necessary to be confirmed by the relevant specifications and standards.

关 键 词：钢筋混凝土 保护层厚度 数值模拟 4点弯曲试验 

分 类 号：TU501[建筑科学—建筑技术科学]