Geometrical imperfection and adiabatic shear banding

This work addresses the effect of small geometrical imperfections on adiabatic shear band (ASB) formation. The separate effect of the length and radius of short notches is systematically investigated in AM50 and Ti6Al4V alloys, using shear compression specimens. It is observed that the length of the imperfection does not influence ASB formation in these experiments. By contrast, the notch-root radius appears to be the dominant parameter for the two materials, in perfect agreement with the analytical predictions of Dinzart et al. [The catastrophic development of shear localization in thermoviscoplastic materials. J Phys 1994; IV(C8): 435–40]. The distribution of deformation energy over the gauge length is modeled numerically. The calculated average dynamic deformation energy levels are quite similar to those that are measured for the two investigated alloys. It is concluded that the global measure of the dynamic deformation energy provides valuable information about ASB failure from geometrical imperfections.     

高层建筑基础设计中有关风荷载参与荷载组合的探讨

风荷载是可变荷载，水平荷载，不能笼统地视为偏心荷载，应参与基本荷载组合计算，并参与偶然荷载组合验算，桩的承载能力提高系数分别取１．０，１．２０，１．２５和１．５０。     

基于PLC的双液压缸剪切式破碎机自动控制

针对当前"危废"处理行业中应用的双液压缸剪切式破碎机自动化水平低以及生产效率低、资源化程度不高的情况,提出一种对双液压缸剪切式破碎机进行自动控制的具体方案。该方案的应用,可实现危险废物在刀箱内自动调节控制和两液压马达的恒功率协同控制,改善了破碎效果和自动化、安全化水平。     

基于盲数理论的关键块体稳定性分析研究

针对运用块体理论分析岩质边坡稳定性问题存在多种不确定性的混合体,提出用盲数表达具有不确定性的计算参数,将盲数理论引入楔形关键块体稳定计算方法中,给出了一种安全系数的计算方法.通过盲数运算可得到安全系数在不同取值区间内的可信度,较好地减少了因取单一值计算结果中主观因素的影响.实例研究结果表明,该方法方便灵活、有效、实用、计算结果较为可靠、合理.     

几个工点的岩石抗剪强度和剪应力应变特征

对三个工点岩石现场直剪试验结果和剪应力应变曲线进行分析 ,认为Ⅰ #岩石脆性较明显 ,Ⅱ #、Ⅲ #岩石的韧性 (延性 )特征明显 ,岩石抗剪强度指标建议值以大位移残馀强度为基准 ,对脆性岩石取值严格些 ,取低值 ,对韧性岩石取值偏高些。文中论述了上述认识和作法的依据 ,并对有关的其他问题进行了讨论。     

Uniform antiplane shear stress inside an anisotropic elastic inclusion of arbitrary shape with perfect or imperfect interface bonding

We consider an anisotropic elastic inclusion of arbitrary shape embedded inside an infinite dissimilar anisotropic elastic medium (matrix) subjected to a uniform antiplane shear loading at infinity. In contrast to the corresponding results from linear isotropic elasticity, we show that for certain anisotropic materials, despite the limitation of perfect bonding between the inclusion and its surrounding matrix, it is possible to design an arbitrarily shaped (not necessarily elliptic) inclusion so that the interior stress distribution is uniform provided the shear stress in the matrix (of dissimilar anisotropic material) is also uniform. Further, in the case when the bonding between the inclusion and the matrix is assumed to be imperfect, we show that for the stress distribution inside the inclusion to be uniform, the inclusion must be elliptical.     

Sandwich shell finite element for dynamic explicit analysis

The contribution of this paper consists of new development of transverse shear stresses through the thickness and finding an expression for the critical time step for explicit time integration of layered shells. This work presents the finite element (FE) formulation and implementation of a higher‐order shear deformable shell element for dynamic explicit analysis of composite and sandwich shells. The formulation is developed using a displacement‐based third‐order shear deformation shell theory. Using the differential equilibrium equations and the interlayer requirements, special treatment is developed for the transverse shear, resulting in a continuous, piecewise quartic distribution of the transverse shear stresses through the shell thickness. Expressions are developed for the critical time step of the explicit time integration for orthotropic homogeneous and layered shells based on the developed third‐order formulation. To assess the performance of the present shell element, it is implemented in the general non‐linear explicit dynamic FE code DYNA3D. Several problems are solved and results are presented and compared to other theoretical and numerical results. Copyright © 2002 John Wiley & Sons, Ltd.     

剪切控制取向注射成型概述

对比了剪切控制取向注射成型（ＳＣＯＲＩＭ）与普通注射成型（ＣＩＭ）的基本原理，剪切控制技术（ＳＣＯＴ），可消除制品熔接缝，改善外观质量，还可消除内在应力和空隙等缺陷，提高制品内在质量。     

堆石粗粒土多级加荷三轴试验分析

通过分析堆石粗粒土一个试样多级加荷三轴试验方法 ,将其分为不固结类的连续与固结类的不连续加荷。前者仅适用于σ3≤ 1 .2 MPa的低围压 ,后者必须考虑固结排水引起的应力回弹量。不连续加荷的固结方式对强度指标的影响仅限于 C值 ,内摩擦角Φ值基本保持不变。建议对土工试验规程中有关粗粒土的多级加荷三轴试验作重新修订     

自升式钻井平台插桩深度计算及几个问题的探讨

在海上油气的勘探和开发中，自升式钻井平台发挥了很大的作用。自升式钻井平台就其基础类型不同分为桩基式和沉垫式2种。本文就桩基式钻井平台的桩靴在均一黏性土、砂土及粉土上的插桩深度计算方法及其强度参数的选取等问题进行探讨。