| 预应力补强石质受弯构件的试验研究 |
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| 引用本文： | 刘玉茜,焦海洲. 预应力补强石质受弯构件的试验研究[J]. 山西建筑, 2014, 0(26): 40-41 |
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| 作者姓名： | 刘玉茜 焦海洲 |
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| 作者单位： | 西安建筑科技大学建筑设计研究院;西安建筑科技大学土木工程学院 |
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| 摘 要： | 采用预应力补强技术,通过试验分析了石质受弯构件截面应变和承载能力的分布变化规律,研究结果表明,预应力补强技术可以有效的提高石质受弯构件的承载能力,但其破坏形式依然属于脆性破坏。
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| 关 键 词： | 石质受弯构件 预应力 抗弯承载力 |
Experimental study on flexural stone members reinforced by prestress |
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| LIU Yu-qian;JIAO Hai-zhou. Experimental study on flexural stone members reinforced by prestress[J]. Shanxi Architecture, 2014, 0(26): 40-41 |
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| Authors: | LIU Yu-qian JIAO Hai-zhou |
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| Affiliation: | LIU Yu-qian;JIAO Hai-zhou;Architectural Design & Research Institute,Xi’an University of Architecture and Technology;Institute of Civil Engineering,Xi’an University of Architecture and Technology; |
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| Abstract: | Using the prestressed reinforced technology,the article analyzes the distribution of section strain and flexural capacity through experi-ment. The results show that prestressed reinforced technology can effectively improve the bearing capacity of the flexural stone members. But it’s failure modes still belongs to brittle fracture. |
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| Keywords: | flexural stone members prestress flexural capacity |
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