Combination Of Cfd And Csd Packages For Fluid-Structure Interaction

In this article the UDF script file in the Fluent software was rewritten as the "connecting file" for the Fluent and the ANSYS/ABAQUS in order that the joined file can be used to do aero-elastic computations. In this way the fluid field is computed by solving the Navier-Stokes equations and the structure movement is integrated by the dynamics directly. An analysis of the computed results shows that this coupled method designed for simulating aero-elastic systems is workable and can be used for the other fluid-structure interaction problems.

天然气水合物分解对地层和管道稳定性影响的数值模拟

利用ABAQUS有限元程序,对海底管道及其附近地层的应力和位移场随着水合物分解范围逐渐扩大的变化情况进行了数值模拟计算。结果表明,水合物分解对管道、地层的变形和应力分布的影响显著,随着水合物分解范围的扩大,管道和地层的变形显著扩大,管道由小变形逐渐变化为整体倾倒变形,即失稳。在工程设计中,为保证地层中管道的安全,应严格控制管道附近水合物的分解范围。

多孔弹性海床上的管土相互作用数值模拟

采用有限元软件ABAQUS对管土系统进行分析,土体的本构模型采用多孔弹性模型。通过改变管道的水下重、环境载荷等参数进行计算,可以得到管道的位移、海床孔隙水压力分布、土体侧向隆起。计算结果表明,管道的水下重、环境载荷、土性参数均对管土系统有影响。

弹塑性海床上的管土相互作用分析

海底管线的在位稳定性问题足海底管线设计中的关键问题之一，为对海底管线的设计提供理论依据，采用大型通用有限元软件ABAQus对管土系统进行分析。士体的本构模型采用动态的Ramberg-Osgood弹塑性模型，通过改变管道的水下重、环境载荷等参数进行计算。计算结果表明，由于土体侧向隆起而形成的楔形与试验结果相比吻合，管道的水下重、环境载荷对管道的稳定性都有一定程度的影响，并得到了管道侧向失稳的判别准则。

桩靴压入对固定平台基础扰动的数值模拟

运用商业有限元软件ABAQUS对桩靴压入过程对固定式平台基础的扰动进行了数值模拟。首先将计算结果与离心机实验结果进行了对照,以验证本文所采用本构模型和数值模拟方法的可行性;然后对桩靴压入不同深度时由于扰动引起的固定式平台的桩基础的应力和变形,以及桩周围土体的变形进行了模拟和分析。结果表明,桩基础周围一倍桩靴直径范围内的土体受到明显影响。

天然气水合物分解对分层土中海底管道稳定性的影响

通过ABAQUS有限元程序,采用Mohr-Columbde土本构模型,并根据天然气水合物沉积物层分解前后和其上覆土层的物性和强度参数,对海底管道和其附近的应力和位移场进行了计算,对天然气水合物分解对海底管道的稳定性影响进行了分析。

电子封装中的不流动芯下材料力学性能和封装可靠性的研究

可控坍塌芯片互连（C4）技术可以实现高速、高密度、小外形的封装，因此日渐得到关注和发展。本文针对发展新一代c4技术所面临的不流动芯下材料的机械性能问题，采用具有不同填充颗粒含量的不流动芯下材料，通过对材料的机械性能的测试和分析以及有限元模拟，初步揭示了不流动芯下材料变形行为的特点，填充颗粒含量对芯下材料机械性能的影响，以及芯下材料机械性能和芯下材料工艺导致的颗粒沉积对封装可靠性的影响。首先在差示扫描量热仪（DSC）、热一力学分析仪（TMA）上对材料的固条件、热膨胀系数、玻璃化转变温度进行了测试，接着又在六轴微型试验机上对材料在不同温度和应变率下的应力一应变行为进行了测试。测试结果表明，所用材料的固化条件和玻璃化转变温度可以满足不流动芯下材料的性能要求，材料的热膨胀系数高于芯下材料理想的热膨胀系数值，材料中填充颗粒含量、温度、应变率等对材料的应力一应变行为有重要的影响。为了解芯下材料中填充颗粒含量对机械性能的影响，对不同颗粒含量材料在各测试温度和应变率下的杨氏模量、屈服强度和流动应力进行了对比和分析。结果表明，在各测试条件下，芯下材料的杨氏模量基本随着颗粒含量的增加而升高；温度较低时，材料的屈服强度随颗粒含量的增加而升高，但是，较高温度时，材料的屈服强度和流动应力随着颗粒含量的增加呈现先升高后降低再升高的变化趋势。为理解芯下材料的屈服强度和流动应力随着颗粒含量非单调变化的行为，采用广义Eshelby等效夹杂法对含颗粒试样在单轴拉伸时试样内的应力分布进行了分析，并用纳米硬度计对材料纳米尺度的性能进行了测量。应力分析的结果表明，不流动芯下材料的SiO2填充颗粒的加入会在基体里引起应力集中，应力集中系数随着颗粒含量的增加先升高后降低，试样内的应力集中有使材料屈服强度降低的趋势。纳米硬度计的测试结果表明，芯～卜材料内形成了性能介于颗粒Z基体之间的界面相，界面相的形成有使芯下材料屈服强度提高的趋势。芯下材料屈服强度随着填充颗粒含量的非单调的变化是应力集中和界面效应藕合作用的结果。温度和应变率是影响芯下材料机械性能的重要因素。为刻画温度和应变率的效应，采用Pe化yna模型描述材料的应力一应变行为。结果表明，Per叮na模型可以拟合材料应变率相关的应力一应变行为，描述不流动芯下材料应力一应变曲线的基本趋势，对材料在测试范围外的行为给出较合理的预测，并且Perzyna模型可以很方便地用于ABAQUS中，这将易于工业应用。最后，采用商用有限元程序AB AQus分析了芯下材料机械性能和芯下材料工艺导致的填充颗粒沉积对C4封装可靠性的影响。结果表明，在芯片／基板的缝隙中填入芯下材料可以显著延长可控坍塌倒装封装焊点的热疲劳寿命，提高封装可靠性，可控坍塌倒装封装焊点的热疲劳寿命随着芯下材料中填充颗粒含量的增加而增长；芯下材料中填充颗粒在C4封装基板侧的沉积将导致封装焊点的热疲劳寿命缩短，而颗粒在芯片侧的沉积则可使焊点的热疲劳寿命稍稍延长。

南海两种特殊地质沉积物中结构物的稳定性研究

Effects of the Spudcan Penetration on the Adjacent Foundations

Abstract: To study the effects of spudcan penetration on the adjacent foundations of offshore platforms, experiments and numerical simulations (using business software ABAQUS) are carried out. It is shown that the penetration of spudcan can cause the soil layer affected in an annular zone. The affected zone has a maximum width of one times the diameter of the spudcan. The deflection of the platform’s foundation increases with the penetration of spudcan. The smaller the density of soil layer is, the bigger the displacement of the foundation is. However, the maximum displacement at the top of the foun- dation changes little once the penetration depth is over a critical value. The bigger the diameter and the penetration depth of the spudcan are, the bigger the displacements of the foundation are.

Modelling of liquefaction-induced instability in pile

Centrifuge testing has been undertaken to investigate instability failure of pile groups during seismic liquefaction, with specific reference to the 'top-down' propagation of liquefaction during the earthquake and to account for initial imperfections in pile geometry. The results of these tests were used to validate numerical models within the finite element program ABAQUS, based on the popular p-y analysis method. Pseudostatic classical and post-buckling analyses were conducted to examine the collapse behaviour of the pile groups and were found to give reasonable predictions of collapse load and conservative predictions of the associated deflection conditions. This numerical model was compared to currently published methods which were found to over-predict collapse loads. The resulting insights into the collapse of axially loaded pile groups revealed that the failure load is strongly dependent on both the depth of liquefaction propagation and initial imperfections, which reduce the collapse load.

Enhancement of magnetostriction in internally-biased Terfenol-D 2-2 composites

A key issue in the fabrication of Terfenol-D 2-2 composites with internal magnetic field biasing is the selection of appropriate constituent materials to obtain high magnetostriction while keeping optimum magnetomechanical properties. The fabrication process is costly and time consuming and, therefore, numerical methods to predict their properties are useful. In this paper, finite element analysis (FEA) of the magnetostriction of such composites has been carried out using the commercial package ABAQUS. It has been shown that composites fabricated using Nd2Fe14B for the permanent magnetic material layers possess the highest internal fields within the Terfenol-D layers, although the overall strain of these composites is limited to approximately 800 × 10-6 due to the high elastic modulus of Nd2Fe14B. Simulations showed that the strain can be enhanced by choosing a different material with a lower elastic modulus for the permanent magnetic layer even though the internal field is lower. The simulations showed that the strain can increase by 12% if the Nd 2Fe14B layer is substituted by SmCo5; by 23% if it is substituted by Sm2Co17; and by 35% if it is substituted by Alnico. © 2008 IEEE.

Optimal displacement mechanisms beneath shallow foundations on linear-elastic perfectly plastic soil

An energy method for a linear-elastic perfectly plastic method utilising the von Mises yield criterion with associated flow developed in 2013 by McMahon and co-workers is used to compare the ellipsoidal cavity-expansion mechanism, from the same work, and the displacement fields of other research by Levin, in 1995, and Osman and Bolton, in 2005, which utilise the Hill and Prandtl mechanisms respectively. The energy method was also used with a mechanism produced by performing a linear-elastic finite-element analysis in Abaqus. At small values of settlement and soil rigidity the elastic mechanism provides the lowest upper-bound solution, and matches well with finite-element analysis results published in the literature. At typical footing working loads and settlements the cavity-expansion mechanism produces a more optimal solution than the displacement fields within the Hill and Prandtl mechanisms, and also matches well with the published finite-element analysis results in this range. Beyond these loads, at greater footing settlements, or soil rigidity, the Prandtl mechanism is shown to be the most appropriate.

Generalized phenomenological model for the viscoelasticity of idealized asphalts

A generalized theory for the viscoelastic behavior of idealized bituminous mixtures (asphalts) is presented. The mathematical model incorporates strain rate and temperature dependency as well as nonmonotonic loading and unloading with shape recovery. The stiffening effect of the aggregate is included. The model is of phenomenological nature. It can be calibrated using a relatively limited set of experimental parameters, obtainable by uniaxial tests. It is shown that the mathematical model can be represented as a special nonlinear form of the Burgers model. This facilitates the derivation of numerical algorithms for solving the constitutive equations. A numerical scheme is implemented in a user material subroutine (UMAT) in the finite-element analysis (FEA) code ABAQUS. Simulation results are compared with uniaxial and indentation tests on an idealized asphalt mix. © 2014 American Society of Civil Engineers.