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桥梁加固技术综述及其在实际工程中的应用
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作者 李鑫 《中文科技期刊数据库(全文版)工程技术》 2024年第11期093-096,共4页
本研究探讨了桥梁修缮技术及其在实际案例中的应用情况。立交桥网络作为核心交通接驳点,在经济下行期和车流增长态势中,其结构稳固性和运行效率可能会下降或受到破坏。因此,桥梁保养技术创新肩负着保障桥梁安全稳定并延长使用年限的关... 本研究探讨了桥梁修缮技术及其在实际案例中的应用情况。立交桥网络作为核心交通接驳点,在经济下行期和车流增长态势中,其结构稳固性和运行效率可能会下降或受到破坏。因此,桥梁保养技术创新肩负着保障桥梁安全稳定并延长使用年限的关键策略。文章开篇明确了探讨的核心与意义,旨在详尽论述桥梁加固技术的应用指导。首先,文章细致阐述了各类桥梁加固技术,涵盖了结构增强、材料优化和性能提升的技巧。随后,详细说明了桥梁加固及修复工艺的具体执行计划,包括墩柱加固、桥梁本体加固和桥面修补施工技术。通过案例分析,研究了这些技术在具体项目中的应用及其效果。最后,本研究对桥梁加固措施的优劣进行了深入分析,并提出了未来桥梁加固行业的创新发展前景预测。 展开更多
关键词 桥梁加固技术 结构加固 材料性加固 功能加固 桥墩加固 桥梁梁体加固 桥面铺装加固 实际应用
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Ductility of Timber Beams Strengthened Using Fiber Reinforced Polymer
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作者 Yusof Ahmad 《Journal of Civil Engineering and Architecture》 2013年第5期535-544,共10页
This research was conducted to investigate the ductility behavior of timber beams strengthened with CFRP (carbon fiber reinforced polymer) plates. The surface to be bonded was spiked by punching small holes of 2 mm ... This research was conducted to investigate the ductility behavior of timber beams strengthened with CFRP (carbon fiber reinforced polymer) plates. The surface to be bonded was spiked by punching small holes of 2 mm in diameter with 10 mm spacing. The aim is to increase bonding capacity by having small studs. Five beams with the dimension of 100 mm x 200 mm x 3,000 mm were tested where one of the beams was used as control beam (unstrengthened). The remaining beams were strengthened with different configurations before tested to failure under four-point loading. The results showed that the ductility was increased as the percentage of CFRP increased. The ductility was dramatically improved where the highest ductility index based on deflection method was 2.2 where the percentage increase was 37.5%, whereas the highest ductility index based on energy method was 3.2 where the percentage increase was 88.2%. From this study, it was found that 0.3% is the optimum value of CFRP area to achieve maximum ductility index. Ductility index obtained from energy method gives higher values when compared to deflection method. All beams in this study did not fail due to peel off or debonding. It was also proved that the spikes that have been made at the wood surface were very effective for bonding. 展开更多
关键词 Carbon fiber reinforced polymer ductility index energy method.
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Study on Permeability of 2.5D Woven Reinforcement Materials with Fractal Theory
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作者 钱坤 李鸿顺 +1 位作者 曹海建 朱苏康 《Journal of Donghua University(English Edition)》 EI CAS 2009年第6期592-597,共6页
Permeability is one of the key issues in the design of molds and in the molding process for composite manufacture. As a disordered fibrous assembly, 2.5- dimension (2.5 D) woven reinforcement materials have complex ... Permeability is one of the key issues in the design of molds and in the molding process for composite manufacture. As a disordered fibrous assembly, 2.5- dimension (2.5 D) woven reinforcement materials have complex structure. It poses a challenge to the study of pore structure and the establishment of the theoretical permeability model. Toward addressing this problem, a powerful tool called fractal theory emerged. According to the analysis of 2.5 D woven reinforcement material stmcture using fractal theory, it is found that the structure has an obvious fractal character. Therefore, a permeability fractal model of 2.5D woven reinforcement material was established by cormbining the Hagen-Poiseulle equation with Darcy law according to the capillary vessel fractal model in this paper. The permeability was expressed as a function of the fractal dimension and microstructure parameter of the porous media in this model. The theoretical model is verified by experimental tests and the measurement data are in good agreement with the results obtained from the fractal medel . 展开更多
关键词 2.5-dimension PERMEABILITY reinforcement materials fractal geometry fractal model
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