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Predictions of ultimate load capacity for pre-stressed concrete containment vessel model with BARC finite element code ULCA

机译:使用BARC有限元代码ULCA的预应力混凝土安全壳模型的极限承载力预测

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Ultimate load capacity assessment of nuclear containments has been a thrust research area for Indian Pressurized Heavy Water Reactor (PHWR) power programme. For containment safety assessment of Indian PHWRs a finite element code ULCA was earlier developed at BARC, Trombay. This code has been extensively benchmarked with experimental results. The present paper highlights the analysis results obtained from code ULCA for Prestressed Concrete Containment Vessel (PCCV) that was tested at Sandia National Labs, USA in a Round Robin analysis. This test programme was co-sponsored by Nuclear Power Engineering Corporation (NUPEC), Japan and the US Nuclear Regulatory Commission (NRC). Three values of failure pressure predictions namely the upper bound, the most probable and the lower bound (all with 90% confidence) were made as per the requirements of the round robin analysis activity. The most likely failure pressure is predicted to be in the range of 2.95-3.15 Pd (Pd = design pressure of 0.39 MPa for the PCCV model) depending on the type of liners used in the construction of the PCCV model. The lower bound value of the ultimate pressure of 2.80 Pd and the upper bound of the ultimate pressure of 3.45 Pd are also predicted from the analysis. These limiting values depend on the assumptions of the analysis for simulating the concrete-tendon interaction and the strain hardening characteristics of the steel members. The experimental test has been recently concluded at Sandia Laboratory and the peak pressure reached during the test is 3.3 Pd that is enveloped by our upper bound prediction of 3.45 Pd and is close to the predicted most likely pressure of 3.15 Pd. This paper highlights the features of BARC code ULCA and addresses a few issues related to constitutive modeling of pre-stressed concrete structure that is relevant for ultimate load capacity prediction of nuclear containments. These would be useful for evaluation of the present numerical results with the test data obtained by Sandia National Laboratory.
机译:核安全壳的最终负荷能力评估一直是印度加压重水堆(PHWR)动力计划的重点研究领域。为了对印度的PHWR进行安全性评估,在特隆贝的BARC上开发了有限元代码ULCA。该代码已通过实验结果进行了广泛的基准测试。本文重点介绍了从代码ULCA中获得的用于预应力混凝土密封容器(PCCV)的分析结果,该结果已在美国Sandia国家实验室进行了循环分析。该测试程序由日本核电工程公司(NUPEC)和美国核监管委员会(NRC)共同赞助。根据循环分析活动的要求,得出了三个故障压力预测值,即上限,最可能值和下限(均具有90%的置信度)。取决于PCCV模型构造中所使用的衬套类型,预计最可能的破坏压力为2.95-3.15 Pd(Pd = PCCV模型的设计压力为0.39 MPa)。通过分析还可以预测极限压力为2.80 Pd的下限值和极限压力为3.45 Pd的上限值。这些极限值取决于用于模拟混凝土-腱相互作用和钢构件的应变硬化特性的分析假设。实验测试最近在Sandia实验室完成,测试过程中达到的峰值压力为3.3 Pd,被我们的3.45 Pd上限预测所包围,并且接近于最可能的3.15 Pd预测压力。本文重点介绍了BARC代码ULCA的特性,并解决了与预应力混凝土结构本构模型有关的一些问题,这些问题与核安全壳的最终承载能力预测有关。这些对于利用桑迪亚国家实验室获得的测试数据评估当前数值结果将很有用。

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