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:由于硬导弹冲击(IRIS_2010案例),钢筋混凝土板的冲压失效(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中,必须评估钢筋混凝土结构,涉及其对不同种类的外部或内部产生的导弹的影响的鲁棒性。用于评估影响事件的分析方法所需的实验结果是验证.Curly,中等缩放的冲击试验由VTT在一个名为影响的国际研究项目的框架中进行。还有一个名为IRIS_2010的持续的经合组织项目,其中三种不同类型的测试是由广泛的国际社会进行基准测试。导弹撞击通常根据导弹的可变形性归类为“硬”或“软”。它们可能会引起局部目标损坏的现象,例如冲压以及目标的全局动态弯曲响应。本文描述了在IRIS_2010项目中作为盲基准案例的硬导弹冲击试验的三个几乎相同的重复。所有四个边缘都支撑了0.25米厚的方形板块,跨度为2米,并用纵向弯曲杆加固。没有提供横向剪切钢筋。在所有这些测试中,在VTT成功进行,导弹穿孔板。观察到平板的非常相似的冲压行为。使用复杂的计算机代码以及简化的分析方法,通过几位作者分析了基准测试,所有作者都是影响项目的成员。在盲分析中模拟了测试,而不预先了解测试结果。比较分析表明,所采用的复杂分析方法能够预测经受硬导弹撞击的钢筋混凝土结构的力学行为,例如穿孔,但它们非常部分地对某些参数敏感,部分地具有物理和部分,具有数值相关性。方法,代码和计算能力允许非常复杂和详细的仿真,但在他们的用户中需要更好地了解物理现象的更多经验。

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