Fiber Reinforced High-Performance Concrete Beams Material and Structural Behavior

M. Marazzini, G. Rosati
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引用次数: 3

Abstract

The mechanical behavior of a few plain and fiber-reinforced high-performance concretes is studied here by means of direct tensile tests and three-point bending tests, and a special "identification" procedure is adopted in order to cleanse the stress-strain and stress-displacement curves of any undesired structural effect. Then the overall behavior of two P/C beams typifying the sub-elements of a hollow-core slab is examined, with and without fibers to study crack formation and propagation (by optical interferometry) and structural ductility.
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纤维增强高性能混凝土梁材料与结构性能
通过直接拉伸试验和三点弯曲试验,研究了几种普通混凝土和纤维增强高性能混凝土的力学性能,并采用了特殊的“识别”程序,以清除应力-应变和应力-位移曲线中任何不良结构效应。然后,研究了两根P/C梁的整体性能,这两根P/C梁代表了空心芯板的子单元,通过光学干涉测量研究了裂缝的形成和扩展(通过光学干涉测量)以及结构的延性。
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