预制停车库碳纤维增强聚合物增强双三通梁剪切荷载试验

玻璃钢 Pub Date : 1999-08-01 DOI:10.14359/5696
Matthew Mettemeyer, P. Serra, Michael D. Wuerthele, G. Schuster, A. Nanni
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引用次数: 8

摘要

本文讨论了对某装配式停车库加固双三字梁进行现场荷载试验的过程和结果。进行了试验,以评估和确认双三通构件在剪切加固后的性能。在每个双三通的阀杆上以0/90度组合使用碳玻璃钢片作为剪切增强。在停车场不同位置和楼层的20个双三通进行了负载测试。每次完整的负载测试,包括测试设备的组装和拆卸,大约在三个小时内完成。结果表明,抗剪加固体系使双三通梁的承载力达到设计荷载要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shear Load Testing of Carbon Fiber Reinforced Polymer Strengthened Double Tee Beams in Precast Parking Garage
This paper discussed the procedure and results from in-situ load tests performed on strengthened double tee beams in a precast parking garage. The tests were performed to evaluate and confirm the performance of the double tees after the members had been strengthened in shear. Carbon FRP sheets were used as shear reinforcement at a 0/90 degree combination on the stem of each double tee. Load tests were performed on twenty double tees at various locations and floor levels of the parking structure. Each complete load test, including assembling and dismantling of the test equipment, was completed in approximately three hours. Results indicate that the shear strengthening systems increased the capacity of the double tee beams to meet the design load requirements.
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