原文传递 Study of Fiber Reinforced Plastics for Seismic Bridge Restrainers.
题名: Study of Fiber Reinforced Plastics for Seismic Bridge Restrainers.
作者: johnson, r. saiidi, m. maragakis, m.
关键词: tensile tests, loads(forces), dynamic tests, steels, design, shake tables, stress strain relations
摘要: Easily installed and inspected fiber reinforced plastic (FRP) as an alternative to steel for restrainer construction to reduce bridge hinge movements during earthquakes was examined. Glass, carbon, and hybrid (glass/carbon) restrainers were constructed and dynamically tested in the large-scale structures laboratory. Work included: (1) Tensile tests on FRP strips and on FRP/concrete bond versus loading rate; (2) FRP restrainer development, including dynamic testing; (3) Shake table data analysis and comparisons of FRP, steel, and SMA Restrainer performance; (4) Development of a FRP restrainer design method. Findings confirm FRP restrainer potential for future implementation to structures. Results include: (1) FRP strength is strain-rate insensitive; (2) FRP/concrete bond strength is a function of concrete shear strength and is strain rate sensitive; (3) Flexible restrainer construction and restrainer/concrete bond methods are demonstrated; (4) A simplified FRP restrainer design method, more realistic than AASHTO, and that considers bridge structure dynamic characteristics, is proposed.
总页数: u0704;294p
报告类型: 科技报告
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