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Prediction of burst pressure on steel pipes using Gurson-Tvergaard-Needleman (GTN) model

机译:使用Gurson-Tvergaard-Needleman(GTN)模型预测钢管的爆破压力

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摘要

A micromechanical model of ductile fracture is applied for API X65 steel to predict ductile failure of a full-scale API X65 pipes with simulated corrosion and defects under internal pressure. The micromechanical model is the Gurson model, incorporating void nucleation, growth and coalescence where the burst pressure is predicted based on the critical void volume fraction.The present study involves experimental comparison and numerical studies of the burst pressure of pipe under ductile fracture. The main objective of the present study is to determine the burst pressure of steel pipe using GursonTevaagard model. For the experimental, the results are from the previous research journal. For the finite element analysis, the pipe model is modeled as a 3 dimensional, quarter-model in MSC.PATRAN with MSC.MARC as nonlinear implicit solver. Results with proposed ductile fracture model indicates that predicted failure pressure attain maximum load for all cases, and are in good agreement with experimental data. It also showed that the burst pressure is decreasing for increasing defect depth and length. For the characters of void volume fraction, f, it can be seen that once the void reach void growth, it soon come to void coalescence, where the burst pressures are predicted at critical void and then fracture. The results from gouge defect varies in length is analyze based on the equivalent plastic strain, and the stress triaxially,  where void growth dependent on this two key quantities. udVoid volume fraction are examined based on the equivalent plastic strain and stress triaxiality on the normalize distance along the defect length and depth. It is found that distribution of equivalent plastic strain agreed well with the void volume fraction and the critical point occur at the defect tip along the defect depth and length.
机译:应用API X65钢的韧性断裂的微力学模型来预测全尺寸API X65管道的塑性失效,并在内部压力下模拟腐蚀和缺陷。微观力学模型是Gurson模型,结合了空核,长大和聚结,其中基于临界空体积分数预测爆破压力。本研究涉及韧性断裂下管道爆破压力的实验比较和数值研究。本研究的主要目的是使用GursonTevaagard模型确定钢管的爆破压力。对于实验,结果来自先前的研究期刊。为了进行有限元分析,在MSC.PATRAN中将管道模型建模为3维,四分之一模型,其中MSC.MARC作为非线性隐式求解器。提出的韧性断裂模型的结果表明,在所有情况下,预测的破坏压力均达到最大负荷,并且与实验数据吻合良好。还表明,爆破压力随着缺陷深度和长度的增加而降低。对于孔隙体积分数f的特性,可以看出,一旦孔隙达到孔隙增长,它将很快进入孔隙聚结,在该处预测破裂压力在临界孔隙处然后破裂。根据等效塑性应变和三轴应力,分析了切屑缺陷长度变化的结果,其中空隙的增长取决于这两个关键量。 ud沿缺陷长度和深度的归一化距离基于等效塑性应变和应力三轴性检查空隙体积分数。发现等效塑性应变的分布与空隙体积分数和临界点吻合得很好,沿着缺陷深度和长度出现在缺陷尖端。

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    Kim Sung Chong;

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  • 年度 2013
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