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首页|期刊导航|防灾减灾工程学报|玄武岩纤维片材和碳纤维片材高温后拉伸性能比较

玄武岩纤维片材和碳纤维片材高温后拉伸性能比较

高晓楠 张海燕

防灾减灾工程学报2012,Vol.32Issue(1):60-65,6.
防灾减灾工程学报2012,Vol.32Issue(1):60-65,6.

玄武岩纤维片材和碳纤维片材高温后拉伸性能比较

The Comparison of Tensile Strength after High Temperature of BFRP Sheets and CFRP Sheets

高晓楠 1张海燕1

作者信息

  • 1. 华南理工大学土木与交通学院,广州510640
  • 折叠

摘要

Abstract

The BFRP sheets and CFRP sheets with and without the impregnating by epoxy resin are taken as the objects to study their tensile performance after high temperature. The test results show that the tensile strength and modulus of BFRP sheets are far less than those of CFRP sheets both at room temperature and after high temperature, while the elongation of BFRP sheets is generally larger than that of CFRP sheets. The tensile strength of FRP sheets can be improved obviously due to the existence of the epoxy resin at room temperature, but the effect is not obvious after high temperature, especially for the CFRP sheets. The changing regularities of tensile strength of the BFRP sheets and CFRP sheets with the temperature are comparable; there is a trend of drop-ascend-drop for the tensile strength with the increase of temperature, and the tensile strength gets its maximum value at about 150℃. When the temperature is higher than 200℃, the longer the treatment time is, the more the tensile strength and modulus of the FRP sheets decrease.

关键词

玄武岩纤维增强复合材料(BFRP)/碳纤维增强复合材料(CFRP)/高温后/拉伸性能

Key words

basalt fiber reinforced composites (BFRP)/ carbon fiber reinforced composites (CFRP)/ after high temperature/ mechanics performance

分类

建筑与水利

引用本文复制引用

高晓楠,张海燕..玄武岩纤维片材和碳纤维片材高温后拉伸性能比较[J].防灾减灾工程学报,2012,32(1):60-65,6.

基金项目

华南理工大学亚热带建筑科学国家重点实验室自主课题(2011ZC30)、国家自然科学基金项目(51108193)、广州市白云区科技项目(2011-KZ-48)资助 (2011ZC30)

防灾减灾工程学报

OA北大核心CSCD

1672-2132

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