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低温对桥梁钢材主要力学性能影响的试验研究 被引量:7
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作者 王晓哲 王元清 +1 位作者 石永久 张玉玲 《低温建筑技术》 2003年第5期1-3,共3页
钢材在低温条件下 ,其主要力学性能指标将随着温度而发生变化。本文首先系统地介绍了钢材主要力学性能指标随温度变化的规律 ,以及作者常用桥梁钢材 (16Mnq、14MnNbq)
关键词 低温 桥梁钢材 屈服强度 极限强度 伸长率
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低温环境下十字形非传力角焊缝接头的疲劳性能 被引量:6
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作者 廖小伟 王元清 +1 位作者 吴剑国 石永久 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2020年第10期2018-2026,共9页
为了研究低温环境下钢桥焊接细节的疲劳行为和性能,以典型的十字形非传力角焊缝接头为对象,开展室温和-60℃下的高周常幅疲劳试验;基于三维裂纹扩展数值模拟,分析低温对该焊接细节疲劳裂纹扩展寿命的影响机理.结果表明,该焊接细节的室温... 为了研究低温环境下钢桥焊接细节的疲劳行为和性能,以典型的十字形非传力角焊缝接头为对象,开展室温和-60℃下的高周常幅疲劳试验;基于三维裂纹扩展数值模拟,分析低温对该焊接细节疲劳裂纹扩展寿命的影响机理.结果表明,该焊接细节的室温和-60℃条件下试验S-N疲劳寿命未表现出显著区别,初始焊接缺陷裂纹会在细节焊趾处的多个位置同时扩展;由低温环境导致的钢材断裂韧性的降低不会对该焊接细节的疲劳寿命产生明显影响.虽然低温会增强钢材抵抗疲劳裂纹扩展的能力,但是该焊接细节的疲劳寿命主要受焊接过程产生的多样化初始裂纹缺陷因素控制;建议采用考虑多裂纹耦合扩展的三维裂纹扩展数值模拟来更加精确地预测疲劳裂纹扩展寿命. 展开更多
关键词 桥梁钢材 十字形焊接接头 低温疲劳 裂纹扩展 断裂力学
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Applications of Glass and Glass Fiber Retrofit Polymer in Modern Footbridges 被引量:1
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作者 Beata Stankiewicz MarcinTatara 《Journal of Civil Engineering and Architecture》 2015年第7期791-797,共7页
The architecture of footbridge design takes the form of a number of submissions from leading architects and engineers, each setting out their views on bridge design--present and future. It looks at the functions of a ... The architecture of footbridge design takes the form of a number of submissions from leading architects and engineers, each setting out their views on bridge design--present and future. It looks at the functions of a bridge, defining purpose of place and context, the spirit of creativity and the reasoned progression of an idea. It also explores the exploitation of materials technology and construction innovation and the tension between lightness and mass and between sculpture and scale. Present parameters of tempered and laminated glass create possibility of modern architecture of footbridges which are being full of transparency and light reflex effects. Four projects, using glass panels designed by Santiago Calatrava, have been presented in this paper. GFRP (glass fiber retrofit polymer) makes new horizon in material technology, helps to enrich new conception of structure with longer durability, low weight of deck and new creation of architecture line. The paper has described a few results of FEM (finite element method) analysis of footbridge with modular bridge GFRP deck system. The footbridge was excited by impact and human-induced vibrations. Composite material consists of glass fibers and polymer matrix is a promising alternative against traditional materials. New architecture and modern material engineering are looking for fresh possibilities of form and shape of structure, long durability and extraordinary technical parameters of building elements. 展开更多
关键词 Transparent bridge deck parameters of glass GFRP deck pultruded material FEM of bridge deck fiberline technology.
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Strengthening an in-service reinforcement concrete bridge with prestressed CFRP bars 被引量:3
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作者 Hai-long WANG Wei-liang JIN +1 位作者 David J. CLELAND Ai-hui ZHANG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2009年第5期635-644,共10页
Carbon fiber reinforced polymer (CFRP) bars were prestressed for the structural strengthening of 8 T-shaped rein-forced concrete (RC) beams of a 21-year-old bridge in China. The ultimate bearing capacity of the existi... Carbon fiber reinforced polymer (CFRP) bars were prestressed for the structural strengthening of 8 T-shaped rein-forced concrete (RC) beams of a 21-year-old bridge in China. The ultimate bearing capacity of the existing bridge after retrofit was discussed on the basis of concrete structures theory. The flexural strengths of RC beams strengthened with CFRP bars were controlled by the failure of concrete in compression and a prestressing method was applied in the retrofit. The field construction processes of strengthening with CFRP bars-including grouting cracks, cutting groove, grouting epoxy and embedding CFRP bars, surface treating, banding with the U-type CFRP sheets, releasing external prestressed steel tendons-were introduced in detail. In order to evaluate the effectiveness of this strengthening method, field tests using vehicles as live load were applied before and after the retrofit. The test results of deflection and concrete strain of the T-shaped beams with and without strengthening show that the capacity of the repaired bridge, including the bending strength and stiffness, is enhanced. The measurements of crack width also indicate that this strengthening method can enhance the durability of bridges. Therefore, the proposed strengthening technology is feasible and effective. 展开更多
关键词 Carbon fiber reinforced polymer (CFRP) bar Reinforced concrete (RC) bridge Strengthening Construction pro-cedure Field test T-shaped beam
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