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A NOVEL METHOD FOR EVALUATING PLANE STRESS DYNAMIC FRACTURE TOUGHNESS OF 0Cr18Ni10Ti STAINLESS STEEL WELDED JOINTS 被引量:2
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作者 Z.J. Xu Y.L. Li 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2008年第4期303-312,共10页
A novel method was proposed for the evaluation of Mode I dynamic fracture toughness (DFT) under plane stress and small scale yielding conditions for welded joints of stainless steel (SS), 0Cr18Ni10Ti. In a hybrid ... A novel method was proposed for the evaluation of Mode I dynamic fracture toughness (DFT) under plane stress and small scale yielding conditions for welded joints of stainless steel (SS), 0Cr18Ni10Ti. In a hybrid experimental-numerical approach, the experiments were carried out on the Hopkinson pressure bar apparatus, and three dimensional (3D) transient numerical simulations were performed by a finite element (FE) computer program. Macroscopical plastic deformation was observed at the loading and supporting points, on the specimens, after the test, which could cause a large error if omitted in the numerical simulation. Therefore, elustic-viscoplustic analysis was performed on the specimen by adopting the Johnson-Cook (J-C) model to describe the rate-dependent plastic flow behavior of the material. The material heterogeneity in the mismatched welded joints, induced by the difference in the base metal (BM) and the weld metal (WM) in yield stress, has also been taken into consideration by using the J-C models separately. Good accordance was obtained between the experimental and the computational results by the present approach. The relationship between plane stress DFT and loading rate was also obtained on the order of 108 MPa.m^1/2.s^-1. 展开更多
关键词 0CR18NI10TI Welded joint High strain rate Dynamic fracture plane stress
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应变梯度理论有限元:C^(0-1)分片检验及其变分基础 被引量:12
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作者 陈万吉 《大连理工大学学报》 EI CAS CSCD 北大核心 2004年第4期474-477,共4页
基于细观有限元弹性应变梯度理论,首次提出应变梯度有限元的C0-1分片检验条件及其变分基础和一种构造应变梯度单元的方法.与常规的C0分片检验和C1分片检验不同,C0-1分片检验要求检验函数为满足平衡方程的二次函数,并同时通过线性平面应... 基于细观有限元弹性应变梯度理论,首次提出应变梯度有限元的C0-1分片检验条件及其变分基础和一种构造应变梯度单元的方法.与常规的C0分片检验和C1分片检验不同,C0-1分片检验要求检验函数为满足平衡方程的二次函数,并同时通过线性平面应力C0分片检验和应变梯度常曲率的C1分片检验.进一步提出一个平面18-DOF三角形应变梯度单元(RCT9+RT9),算例表明该单元通过C0-1分片检验,无伪零能模式,并有较高的精度. 展开更多
关键词 弹性应变梯度理论 平面18-dof 三角形应变梯度单元 C^0-1分片检验 孔边应力
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