Solution for the general integral‐type nonlocal plasticity model with Tikhonov regularization

A new solution approach, based on Tikhonov regularization on the Fredholm integral equations of the first kind, is proposed to find the approximate solutions of the strain softening problems. In this approach, the consistency condition is regularized with the Tikhonov stabilizers along with a regularization parameter, and the internal variable increments are solved from the resulting Euler's equations. It is shown that, as the regularization parameter is increased, the solutions converge to a unique one. A nonlocal yield condition and a nonlocal return mapping algorithm are proposed to carry out the integration of constitutive equations in the time and spatial domains. A global plastic dissipation principle is proposed to relax the classical local plastic dissipation postulate. Numerical examples show that the proposed approach leads to objective, mesh‐independent solutions of the softening‐induced localization problems. A comparison of the results from the proposed approach with those from the gradient‐dependent plasticity model shows that the two models give close solutions.     

A Large Strains Finite Element Multiscale Approach

A novel formulation for multiscale finite element analysis of multiphase solids undergoing large strains is proposed in this paper. Within the described homogenization technique no constitutive assumptions are made at the macrolevel. A crucial aspects of the approach is the modeling of antiperiodic traction on the boundary of the representative volume element, condensation technique and the formulation performed on a deformation-driven context whereby the macroscopic deformation gradient is prescribed. Numerical tests on solids with voids demonstrated the robustness of the technique.     

Polycrystalline behavior analysis of pure magnesium by the homogenization method

In this study, mechanical behaviors of pure magnesium polycrystals are numerically investigated. The homogenization method, which combines the crystal and macroscopic scales, is introduced to include the effect of crystalline scale behaviors. The polycrystal plasticity model modified for pure magnesium, in which twinning is considered as asymmetric slip-like deformation, is utilized as a constitutive equation. Within this framework, numerical convergence analyses are conducted, and a representative volume element to present realistic deformation of pure magnesium is investigated. Second, polycrystalline behaviors of pure magnesium are investigated. The present approach is shown to reproduce the typical phenomena induced by crystalline scale structure in pure magnesium: nonuniform strain distribution, asymmetric crystal lattice orientation, strength differential effect, and strongly anisotropic initial and subsequent yield surfaces.     

汽车用超高强度钢的合金化方式及组织控制

超高强度钢因其优异的强度及塑韧性而在汽车行业得到广泛应用。针对汽车用超高强度钢,详细介绍了其合金化方式及强化机制,并详细阐述了奥氏体相及其相变所产生的组织增塑效应,以及对组织的调控方法。     

印尼凝灰质粘性土工程特性及地基方案优化

国华印尼穆印电厂属BOO项目,工程场地由第三系凝灰质细粒土组成,具有含水量高、孔隙比大和高塑性等工程特性。地基处理选择中,通过调整总平面布置、垫层试验研究和全面论证,采用厚度达7m的砂砾石垫层换填,放弃了在印尼当地技术难以实现、质量控制难度大、施工工期长和综合造价高的钻孔灌注桩方案。建筑物沉降观测表明,沉降量和沉降差在容许范围内,方案是经济合理和成功有效的。     

中国细颗粒土的统一分类体系初步研究

当前中国工程界对细粒类土的分类存在两种不同标准,一种是按液限w_L和塑性指数I_p构成的塑性图进行分类,一种是按单一塑性指数I_p进行分类,并且这两种分类方法的分类指数I_p的确定标准也不相同,造成了使用上的混乱。对中国细粒类土的两种分类标准的历史由来进行了探寻,并与国际上通行的细粒类土的分类标准进行了分析比较,最后对中国细颗粒土分类标准的统一途径提出了建议。