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无粘结预应力空心板桥混凝土现存预应力检测的计算分析
引用本文:黄福伟,王标才.无粘结预应力空心板桥混凝土现存预应力检测的计算分析[J].公路交通技术,2008(6):81-83.
作者姓名:黄福伟  王标才
作者单位:1. 重庆交通科研设计院,重庆,400067
2. 重庆交通科研设计院,重庆,400067;重庆交通大学,重庆,400074
摘    要:针对无粘结预应力混凝土空心板桥,利用有限元软件进行数值模拟,比较分析不同尺寸的环孔、方孔和横槽在表面混凝土应力释放为零时的最小切割深度,为该类桥梁混凝土现存预应力检测提供参考。

关 键 词:无粘结空心板  现存预应力  应力释放

Calculation and Analysis of Existing Prestress Detection of Concrete in No bonding Prestressed Cored Slab Bridge
HUANG Fuwei,WANG Biaocai.Calculation and Analysis of Existing Prestress Detection of Concrete in No bonding Prestressed Cored Slab Bridge[J].Technology of Highway and Transport,2008(6):81-83.
Authors:HUANG Fuwei  WANG Biaocai
Institution:HUANG Fuwei1,WANG Biaocai1,2
Abstract:Aiming at no bonding pre-stress concrete cored slab bridge,this paper utilizes finite element software for numerical simulation,compares and analyzes the minimal cutting depth of ring openings,square openings and translots of different dimensions as the stress release of surface concrete is up to zero,providing the reference for existing prestress detection of such bridges.
Keywords:no bonding cored slab  existing prestress  stress release  
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