STUDY ON DURABILITY OF CFRP SHEETS UNDER THE ENVIRONMENT OF NORTHWEST CHINA
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摘要: FRP加固广泛应用于土木工程,对耐久性能的研究已得到了工程界的重视。对目前土木工程加固常用的碳纤维片材耐久性进行了初步的试验研究。考察我国西北自然环境条件下老化对其抗拉强度、伸长率和弹性模量等的影响。共完成40个碳纤维片材的拉伸性能试验。截至自然老化2年时,碳纤维片材伸长率略有下降,抗拉强度与弹性模量基本不变。Abstract: FRP strengthening is widely used in civil projects and more attention is paid to its durability. Studies and tests were done on the durability of common CFRP sheets. Influence to strength, extensibility and modulus of CFRP sheets was investigated in nature ag ing environment of northwest China. Forty sheets were tested and the results indicate that as the increase of time, extensibility of CFRP sheets will decrease and Young?? s modulus and tensile strength will basically remain a constant.
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Key words:
- fiber reinforced polymer /
- carbon fiber /
- durability /
- materials property
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Tavakkolizadeh M, Saadatmanesh H. Galvanic Corrosion of Carbon and Steel in Aggressive Environments. Journal of Composites of Structural Engineering. 2001: 200-210 [2] 杨勇新, 王 敬, 张小冬. 碳纤维布加固混凝土结构耐久性能初步研究. 港工技术, 2002(2) : 25-27 [3] 肖建庄, 于海生, 秦灿灿. 复合材料加固混凝土结构耐久性研究.玻璃钢??复合材料, 2003(2) : 16-21 [4] 岳清瑞, 杨勇新, 郭春红, 等. 浸渍树脂快速与自然老化试验对应关系. 工业建筑, 2006, 36(8) : 1-5 [5] 任慧韬. 纤维增强复合材料加固混凝土结构基本力学性能和长期受力性能研究: [ 博士学位论文] : 大连: 大连理工大学, 2003 [6] CECS 146: 2003 碳纤维片材加固混凝土结构技术规程
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