| GFRP加固带壁柱砖墙平面外抗剪承载力研究 |
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| 引用本文： | 王全凤,陈凡,黄奕辉. GFRP加固带壁柱砖墙平面外抗剪承载力研究[J]. 四川建筑科学研究, 2009, 35(2) |
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| 作者姓名： | 王全凤 陈凡 黄奕辉 |
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| 作者单位： | 华侨大学土木工程学院,福建,泉州,362021;华侨大学土木工程学院,福建,泉州,362021;华侨大学土木工程学院,福建,泉州,362021 |
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| 基金项目： | 国家高技术研究发展计划(863计划) |
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| 摘 要： | 对玻璃纤维复合材料(Glass Fiber Reinforced Polymer,简称GFRP)加固带壁柱砖墙的平面外受荷性能进行了试验研究.由试验结果知,当GFRP复合材料的加固量较大时,加固试件平面外的抗弯能力得到明显的提高,而抗剪能力提高有限,即试件的平面外极限承载力由其平面外抗剪极限承载力控制,导致加固试件发生剪切破坏,提出了抗剪极限承载力计算公式,可作为今后类似试验研究、试件最终破坏形态的判断依据.
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| 关 键 词： | 玻璃纤维复合材料(GFRP) 加固 砖墙 平面外 抗剪承载力 |
Research on out-of-plane shear capacity of brick masonry walls with pilaster reinforced by GFRP |
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| WANG Quanfeng,CHEN Fan,HUANG Yihui. Research on out-of-plane shear capacity of brick masonry walls with pilaster reinforced by GFRP[J]. Building Science Research of Sichuan, 2009, 35(2) |
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| Authors: | WANG Quanfeng CHEN Fan HUANG Yihui |
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| Affiliation: | College of Civil Engineering;Huaqiao University;Quanzhou 362021;China |
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| Abstract: | This paper does experimental research on out-of-plane capacity of brick masonry walls with pilaster reinforced by GFRP.From the result of experiment to know,when the reinforcing quantity of GFRP is bigger,the out-of-plane flexural capacity of the reinforcing specimens can be obviously raised,but the shear capacity can not be availably raised.Namely,the out-of-plane capacity of the specimens is subject to their out-of-plane shear capacity.And it causes the reinforcing specimens to appear shear failure.This p... |
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| Keywords: | GFRP reinforcing brick walls out-of-plane shear capacity |
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