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中国、美国、欧洲混凝土规范的裂缝宽度计算

杜毛毛

郑州轻工业学院学报(自然科学版)2012,Vol.27Issue(2):55-58,4.
郑州轻工业学院学报(自然科学版)2012,Vol.27Issue(2):55-58,4.

中国、美国、欧洲混凝土规范的裂缝宽度计算

Calculation of crack width of Chinese, American and European concrete codes

杜毛毛1

作者信息

  • 1. 华侨大学土木工程学院,福建泉州362021
  • 折叠

摘要

Abstract

The calculating modes of crack width of Chinese,American and European concrete codes were compared considering their calculating methods, parameters and precisions according to the previous experimental data of short-term crack width of reinforced concrete flexural members. Based on the comparison and the calculating mode of crack width of Chinese concrete code, the suggested formula for maximum crack width of reinforced concrete flexural members was proposed. The results showed that the calculating values of suggested formula agreed well with the test ones.

关键词

高强钢筋/受弯构件/裂缝宽度计算模式/混凝土规范

Key words

high-strength steel bars/flexural member/crack width calculating mode/concrete code

分类

土木建筑

引用本文复制引用

杜毛毛..中国、美国、欧洲混凝土规范的裂缝宽度计算[J].郑州轻工业学院学报(自然科学版),2012,27(2):55-58,4.

基金项目

华侨大学高层次人才科研启动费项目(11BS106) (11BS106)

郑州轻工业学院学报(自然科学版)

OACSTPCD

2095-476X

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