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SFRC局部增强孔口高应力区的试验研究
引用本文:黄双华.SFRC局部增强孔口高应力区的试验研究[J].石河子大学学报,1993(2).
作者姓名:黄双华
作者单位:石河子农学院水利系
摘    要:本文通过对带圆形孔口结构的模型试验,分析研究了钢纤维砼对孔口周围局部高应力区的增强作用,探讨了在均匀竖向荷载作用下孔口结构的受力特征和破坏形态,分析了不同增强层条件下,孔口周围的应变分布和裂缝扩展变化规律,本文给出的模型试验结果可供工程设计参考。

关 键 词:钢纤维砼  应力集中  裂缝

Experiment and Research of Use the SFRC for Local High Stress Area of The Structure with Hole
Huang Shuanghua.Experiment and Research of Use the SFRC for Local High Stress Area of The Structure with Hole[J].Journal of Shihezi University(Natural Science),1993(2).
Authors:Huang Shuanghua
Institution:Dept. of Agricultural Water Conservancy Engineering
Abstract:This paper introduces a set of model experimental result about hole structure, analyses and studies the act the part of use SFRC reinforce high stress area. The paper researches the feature bearing force and failure pattern for hole structure under uniformly distributed load condition. This paper analyses the strain distribution and crack propagation and variation law of the hole structure under diffrent SFRC thinckness condifion. The paper gives a series of result of the model experiment. It can be used as a reference for engineering design.
Keywords:steel fiber reinforced concrete  stress concentration  crack  
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