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Plastic flow in a discontinuously reinforced aluminum composite under combined loads.

机译:组合载荷下不连续增强铝复合材料中的塑性流动。

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摘要

Discontinuously reinforced aluminum (DRA) has become a viable structural material system for applications in the automotive, aerospace, aeronautics, and recreation marketplaces. While the majority of material models are based on results obtained from uniaxial stress experiments, many structural components are subjected to multiaxial stress states in service. This requires a better understanding of plastic behavior of DRA under combined loads.; The effect that various loads have on a 6092/SiC/17.5p-T6 particulate reinforced aluminum composite is determined. Cyclic tensile straining to increasingly higher amplitudes indicates a modulus reduction of 16% prior to fracture, strongly suggesting accumulation of internal damage, but no change in the elastic Poisson's ratio is observed. In contract, cyclic compressive loading results in no observable change in modulus, but an increase of 12% in the elastic Poisson's ratio. Cyclic shear loading leads to a small shear modulus reduction of approximately 6%.; In addition to the mechanical response from tensile, compressive, and shear loading, initial and subsequent yield loci in the axial-shear stress plane are constructed using axial-torsional loading of a thin-walled tube. Conventional methods for constructing yield loci rely on the assumption that nonlinear strains are permanent strains, which is not always the case. A DRA composite has been observed to violate this assumption. When yield loci of the DRA composite are determined by multiple yield probes of a single specimen using a 40 x 10-6 equivalent offset strain definition of yielding, the total strain was found to have a nonlinear strain component that was not permanent as well as one that was permanent. A new experimental technique that measures the permanent strain rather than the offset strain has been implemented for yield surface determination. The initial yield locus in the axial-shear stress plane has an eccentricity in the compressive stress direction that is known as a strength differential. The strength-differential was measured to be 55% and is believed to be associated with thermal residual stresses from quenching. Subsequent yield loci were constructed after shear prestraining, tensile prestraining, compressive prestraining and non-proportional loads. Material hardening due to multiaxial stress states can be described by tracking evolution of the subsequent yield surfaces and hardening of the DRA composite is observed to be primarily kinematic.; Based on experimental observations, a pressure sensitive plasticity model is developed for the DRA composite, where a non-associative flow rule and a nonlinear kinematic hardening law with multiple back stress variables are incorporated. The constitutive model is implemented by using the backward Euler method and the return mapping algorithm as an ABAQUS user subroutine (UMAT). A closed form of the consistent tangent tensor is systematically derived. Material parameters are characterized from uniaxial tension and uniaxial compression. For the monotonic tensile, compressive and shear loading, the model results are in excellent agreement with the experimental results, while for the non-proportional loading, the stress predictions essentially match the test data.
机译:间断增强铝(DRA)已成为在汽车,航空航天,航空和娱乐市场中应用的可行的结构材料系统。虽然大多数材料模型基于单轴应力实验获得的结果,但许多结构部件在使用中会承受多轴应力状态。这需要更好地了解组合载荷下DRA的塑性行为。确定了各种载荷对6092 / SiC / 17.5p-T6颗粒增强铝复合材料的影响。循环拉伸应变到越来越高的幅度,表明断裂之前模量降低了16%,强烈暗示了内部损伤的积累,但未观察到弹性泊松比的变化。相反,循环压缩载荷不会导致模量发生明显变化,但是弹性泊松比增加了12%。循环剪切载荷导致剪切模量下降约6%。除了来自拉伸,压缩和剪切载荷的机械响应外,还使用薄壁管的轴向扭转载荷来构造轴向剪切应力平面中的初始和后续屈服轨迹。构造屈服位点的常规方法依赖于以下假设:非线性应变是永久应变,并非总是如此。已观察到DRA复合材料违反了该假设。当使用40 x 10-6等效屈服应变定义通过单个样品的多个屈服探针确定DRA复合材料的屈服位点时,发现总应变具有一个非线性应变分量,该非线性应变分量不是永久的,而是一个那是永久的。测量屈服面的一种新的实验技术是测量永久应变而不是偏移应变。轴向剪切应力平面中的初始屈服轨迹在压应力方向上具有偏心率,即强度差。强度差被测量为55%,并且被认为与来自淬火的热残余应力有关。在剪切预应变,拉伸预应变,压缩预应变和非比例载荷之后,构造了随后的屈服轨迹。可以通过跟踪随后的屈服面的演变来描述由于多轴应力状态引起的材料硬化,并且观察到DRA复合材料的硬化主要是运动学上的。基于实验观察,为DRA复合材料开发了压敏塑性模型,其中结合了非缔合流动规则和具有多个背应力变量的非线性运动硬化定律。本构模型是通过使用反向Euler方法和返回映射算法作为ABAQUS用户子例程(UMAT)来实现的。系统地导出了一致的切线张量的闭合形式。材料参数的特征在于单轴拉伸和单轴压缩。对于单调拉伸,压缩和剪切载荷,模型结果与实验结果非常吻合,而对于非比例载荷,应力预测基本上与试验数据匹配。

著录项

  • 作者

    Lei, Xin.;

  • 作者单位

    The Pennsylvania State University.;

  • 授予单位 The Pennsylvania State University.;
  • 学科 Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2004
  • 页码 260 p.
  • 总页数 260
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 机械、仪表工业;
  • 关键词

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