生产用于抗爆性实验测试的钢-混凝土复合超高强度混凝土结构件

Adam Citek, M. Kryštov, Karel Hurtig, Vojtech Sulc, M. Foglar, D. Čítek
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引用次数: 0

摘要

结构对爆炸影响的抵抗力是当今非常重要的问题。在爆炸过程中,结构会承受极端的局部动态荷载,因此有必要对结构及其配筋进行处理,以适应这种类型的荷载。在 UHPFRC 中,钢筋以分散钢纤维的形式均匀分布在整个结构中。基于对钢材和超高压泡沫塑料复合材料优异机械性能的了解,可以推测,在复合材料结构中适当结合这些材料,在爆炸情况下对结构造成的破坏应该会大大降低。本文主要介绍了用于抗爆测试的试样的制作过程。论文的第一部分介绍了试验要素和试验目标。论文的下一部分介绍了所用混凝土混合物的设计和材料特性。然后介绍了模板准备和浇注的生产情况。文章最后简要比较了超高压FRC试样和参考 NSC 试样所取得的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Production of Steel-Concrete Composite UHPFRC Elements for Experimental Tests of the Blast Resistance
The resistance of structures to the effects of explosions is very current issue in these days. During explosion structures are subjected to extreme dynamic local loads and it is necessary to the structure and its reinforcement for this type of loading. In UHPFRC the reinforcement is evenly distributed throughout the structure in the form of dispersed steel fibres. Based on the knowledges of excellent mechanical properties of both steel and UHPFRC, there is an assumption that an appropriate combination of these materials in the sense of composite constructions should result in significantly less damage to the structure in the case of explosion. The paper is focused on the process of production of testing specimens intended for blast resistance tests. The first part of the paper describes tests elements and goals of the experiment. In the next part of the paper the design and material properties of the used concrete mixtures are described. Then production in the sense of formwork preparation and casting is described. At the end of the article, there is a brief comparison of the results achieved for specimens from UHPFRC and reference NSC.
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