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不同厚度TRC薄板抗拉性能试验

柴旭 王伯昕

土木工程与管理学报2017,Vol.34Issue(2):119-122,4.
土木工程与管理学报2017,Vol.34Issue(2):119-122,4.

不同厚度TRC薄板抗拉性能试验

Research on the Tensile Performance of Textile Reinforced Concrete Sheets with Various Thicknesses

柴旭 1王伯昕1

作者信息

  • 1. 吉林大学 建设工程学院,吉林 长春 130021
  • 折叠

摘要

Abstract

The change of thickness of TRC sheet exerts an influence on its real strength, performance and durability. Therefore, in order to study the influence, three different thickness concrete sheets with the same textile grids which be weaved into two meridional grids and eight zonal grids are designed to test the tensile performance. The stress-strain curves of specimens obviously indicate that the stress values decrease as the thickness of concrete grows. Meanwhile, the strain values go in the opposite direction. In order to elaborate the tensile performance of TRC sheet properly, Formula Bazant is introduced and the geometry of Formula Bazant in rectangular coordinate system is discussed.

关键词

纤维编织网增强混凝土/抗拉强度/混凝土薄板/尺寸效应

Key words

textile reinforced concrete/tensile strength/concrete sheet/size effect

分类

建筑与水利

引用本文复制引用

柴旭,王伯昕..不同厚度TRC薄板抗拉性能试验[J].土木工程与管理学报,2017,34(2):119-122,4.

基金项目

国家自然科学基金(41430642 ()

51108207) ()

中国博士后科学基金项目(2015M581403) (2015M581403)

冻土工程国家重点实验室开放基金项目( SKLFSE201514) ( SKLFSE201514)

土木工程与管理学报

OA北大核心CHSSCDCSTPCD

2095-0985

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