用于混凝土结构修复的离散纤维增强聚合物系统:聚氨酯纤维表征结果

N. L. Carey, J. Myers
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引用次数: 10

摘要

摘要:本研究调查了用于基础设施应用的不同离散纤维增强聚脲体系的发展和特性。评估了由几种不同纤维配置的聚氨酯组成的各种系统的行为。先前对聚脲涂层系统进行了爆破缓解和抗冲击性评估,结果表明,聚脲涂层系统足以抑制爆炸和冲击产生的碎片散落。进一步测试的目的是努力开发多危害和/或修复改造应用的聚脲系统。在聚合物涂层中添加纤维可提高复合体系的刚度和强度,而聚脲基材可提供延展性。在本研究中,通过粘结拉伸试验来确定材料的力学性能。在整个测试过程中变化的两个参数是纤维体积分数和纤维长度。在样品制作过程中使用E-Glass纤维。通过试验得出了几种最佳的聚脲和纤维复合结构。
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Discrete Fiber Reinforced Polymer Systems for Repair of Concrete Structures: Polyurea-Fiber Characterization Results
Synopsis: This research investigated the development and characterization of different discrete fiber-reinforced polyurea systems for infrastructure applications. The behavior of various systems consisting of several polyureas with different fiber configurations was evaluated. Polyurea coating systems were previously evaluated for blast mitigation and impact resistance, and showed to be adequate in containing debris scatter from blast and impact. The purpose of further testing was an effort to develop a polyurea system for multi-hazard and/or repair-retrofit applications. The addition of fiber to a polymer coating provides improved stiffness and strength to the composite system while the polyurea base material provides ductility. Coupon tensile testing was conducted to determine the material mechanical properties in this study. The two parameters that were varied throughout testing were fiber volume fraction and fiber length. E-Glass fiber was used during specimen fabrication. Several optimal composite configurations of polyurea and fiber resulted from this coupon testing.
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