首页> 外文会议>International conference on structural mechanics in reactor technology >PUNCHING FAILURE OF A REINFORCED CONCRETE SLAB DUE TO HARD MISSILE IMPACT (IRIS_2010 CASE)
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PUNCHING FAILURE OF A REINFORCED CONCRETE SLAB DUE TO HARD MISSILE IMPACT (IRIS_2010 CASE)

机译:由于严重误击,钢筋混凝土板冲孔失败(IRIS_2010案例)

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In the framework of the design of nuclear facilities reinforced concrete structures have to be assessed concerning their robustness against impacts of different kinds of either externally or internally generated missiles. Experimental results are required for the validation of analysis methods that are used for the assessment of impact events.Currently, medium scaled impact tests are carried out by VTT in the framework of an international research project called IMPACT. There is also an on-going OECD project called IRIS_2010 in which three different types of tests are benchmarked by a wide international community. Missile impacts are usually classified as either "hard" or "soft" according to the missile's deformability. They may give rise to phenomena of localized target damage such as punching as well as global dynamic flexural response of the target.The present paper describes three nearly identical repetitions of a hard missile impact test included as a blind benchmark case in IRIS_2010 project. The 0.25 m thick square slab was simply supported on all four edges with a span of 2 m and reinforced with longitudinal bending bars. No transverse shear reinforcement was provided. In all these tests, successfully conducted at VTT, the missile perforated the slab. Very similar punching behaviour of the slab was observed.This benchmark test was analysed by several authors, who all are members of the IMPACT project, using complex computer codes as well as simplified analytical methods. The test was simulated in a blind analysis without knowing the test results beforehand.The comparative analyses show that the complex analysis methods employed are able to predict the mechanical behaviour of reinforced concrete structures subjected to hard missile impact, such as perforation, but they are very sensitive to certain parameters partly with physical and partly with numerical relevance. The methods, codes and computational capacity allow very sophisticated and detailed simulations, but more experience in using the7se varying methods and better understanding of the physical phenomena is needed among their users.
机译:在核设施设计的框架内,必须评估钢筋混凝土结构在抵抗各种类型的外部或内部产生的导弹的影响方面的坚固性。验证影响事件评估所用分析方法的有效性需要实验结果。目前,VTT在称为IMPACT的国际研究项目的框架内进行了中等规模的冲击测试。还有一个正在进行的经合组织项目,称为IRIS_2010,其中三种不同类型的测试以广泛的国际社会为基准。根据导弹的可变形性,通常将导弹的撞击分为“硬”或“软”两类。它们可能会引起局部目标损坏的现象,例如目标的冲孔和整体动态弯曲响应。本文介绍了IRIS_2010项目中作为盲基准案例包括的三个几乎相同的硬导弹冲击试验重复。 0.25 m厚的正方形平板仅用2 m的跨度支撑在所有四个边缘上,并用纵向弯曲钢筋进行了加固。没有提供横向剪切增强。在VTT成功进行的所有这些测试中,导弹都射中了平板。观察到了板坯非常类似的冲压行为。该基准测试由数位作者组成,他们都是IMPACT项目的成员,使用复杂的计算机代码和简化的分析方法进行了分析。该试验是在不事先知道试验结果的情况下进行的盲法模拟。对比分析表明,所采用的复杂分析方法能够预测受硬导弹撞击的钢筋混凝土结构的机械性能,例如穿孔,但它们非常有用。对某些参数敏感,部分与物理有关,部分与数字有关。这些方法,代码和计算能力允许进行非常复杂和详细的模拟,但是在用户中需要更多使用这些变化方法的经验以及对物理现象的更好理解。

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