首页> 外文会议>International Conference on Structural Engineering, Mechanics and Computation; 20070910-12; Cape Town(ZA) >Fatigue behaviour of Ultra High Performance Concrete (UHPC) under cyclic loading at a compressive-tensile stress range
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Fatigue behaviour of Ultra High Performance Concrete (UHPC) under cyclic loading at a compressive-tensile stress range

机译:超高性能混凝土(UHPC)在循环拉伸载荷下的拉应力行为

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In this article research on the fatigue behaviour of Ultra High Performance Concrete (UHPC) under cyclic loading at TU Miinchen is shown. Due to the slenderness of UHPC-structures the fatigue performance gains outstanding importance. High compressive strength in comparison to small tensile strength of UHPC requires prestressing. In service cyclic loading in compressive-tensile stress range can occur. In classical S-N-curves the effects of relevant parameters on the fatigue behaviour of UHPC are shown, e.g. stress variation and mean stress, fibre ratio, fibre orientation and heat treatment.
机译:在这篇文章中,对密歇根州TU的超高性能混凝土(UHPC)在循环荷载下的疲劳行为进行了研究。由于UHPC结构的细长性,疲劳性能变得非常重要。与UHPC较小的拉伸强度相比,较高的压缩强度需要预应力。在使用中,可能会发生在拉应力范围内的循环载荷。在经典的S-N曲线中,显示了相关参数对UHPC疲劳行为的影响,例如应力变化和平均应力,纤维比率,纤维取向和热处理。

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