施工技术 2011年8月下 CONSTRUCTION TECHNOLOGY 第40卷第347期 网状FRP增强砖砌体轴心受力性能试验研究 沙吾列提拜开依,沈祥 (新疆大学建筑工程学院,新骚乌鲁木齐830043) 摘要]提出一种新型砌体结构形式的概念和方法,通过3个试件的初步试验验证了这种新型砌体结构形式的有 效性,网状FRP增强砖砌体是对FRP材料和翻体结构合理、有效地组合。进一步分析了网状FRP增强砖砌体的工 作机理、破坏形态和作用效果。研究表明:采用建议的新型砌体结构形式,改变了试件的最终破坏模式,显著提高 了承载力。 【关键词】试验GFRP;CFRP;砖砌体 【中图分类号]TU362 文献标识码]A 文章编号1002-8498(2011)16-0078-03 Experiment Research on FRP Mesh Reinforced Brick Masonry Under Axial Compressive Loading Sawulet .Bekey,Shen Xiang ( Schoolof Civil Engineering ,Xinjiang University ,Urumqi ,Xinjiang 830043 ,China ) Abstract :A new type of masonry structure is presented in concept and methods .The effectiveness of this new type of masonry structure is proved through the preliminary experiments of three specimens .FRP mesh reinforced brick masonry is reasonable and effective bination of FRP materials and masonry structure .Furthermore the working mechanism ,failure mode and effect of this kind of structure are analyzed .The result shows that the new type of masonry structure changes the specimen's ultimate failure mode ,and increases ultimate loading capacity significantly . Key words :test;glass fiber reinforced polymer ;carbon fiber reinforced polymer ;br...
网状FRP增强砖砌体轴心受力性能试验研究.pdf
