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粘钢法加固钢筋混凝土柱的正截面承载力计算
引用本文:唐忠平,贾辉.粘钢法加固钢筋混凝土柱的正截面承载力计算[J].山西建筑,2008,34(35).
作者姓名:唐忠平  贾辉
作者单位:浙江工商职业技术学院建筑与艺术学院,浙江宁波,315012
摘    要:通过分析粘钢法加固钢筋混凝土柱的计算模型,探讨了钢板、结构胶和混凝土的工作机理,并基于基本假定,推导出粘钢加固钢筋混凝土柱正截面承载力计算方法,指出该计算方法科学合理、方便实用,可以用来指导加固设计实践.

关 键 词:粘钢法  加固  钢筋混凝土柱  承载力  模型

Calculation of bearing capacity of concrete pillar which strengthened by bonded steel plates
TANG Zhong-ping,JIA Hui.Calculation of bearing capacity of concrete pillar which strengthened by bonded steel plates[J].Shanxi Architecture,2008,34(35).
Authors:TANG Zhong-ping  JIA Hui
Affiliation:TANG Zhong-ping JIA Hui
Abstract:Through analysis the calculation model,study the working mechanism and constitutive relation of steel slab,adhesive and concrete.Based on the postulate,deduced the calculation way of bearing capacity of concrete pillar which strengthened by bonded steel plates.It points out the method is science and reasonable and practical,the method may direct reinforcing engineering.
Keywords:bonding steel plate  reinforcement  reinforced concrete pillar  bearing capacity  model
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