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Development of a constitutive model for numerical simulation of projectile penetration into brittle geomaterials.

机译:开发用于数值模拟弹丸侵彻脆性土工材料的本构模型。

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摘要

A nonlinear, inelastic fracture model for brittle geomaterials has been developed for simulating the response of these materials to high-velocity projectile penetration. Laboratory mechanical property experiments show a transition in the shearing response for these materials from brittle at low pressures to ductile at high pressures. The model has the underlying assumption that the shearing response can be resolved into a brittle cohesive component and a ductile frictional component. At low pressures the cohesive component controls the behavior and the material response is brittle. As pressure increases, the cementing bonds that hold the aggregate particles together are broken and the contribution of the cohesive component decreases while the contribution of the frictional component increases. Once the bonds are completely broken, the material response is determined only by the ductile frictional component. The model response agreed well with the results from various quasi-static triaxial experiments on concrete samples. The model is implemented into a finite-element code and used to simulate high-velocity projectile penetration events.; A series of laboratory penetration and perforation experiments were conducted and used to evaluate the model within the finite-element wave propagation code. Penetration experiments were conducted by launching robust steel projectiles into semi-infinite concrete targets to obtain depth of penetration and crater profiles at impact velocities ranging from 277 to 800 m/s. Perforation experiments were conducted by launching robust steel projectiles at 313 m/s into concrete slabs measuring 127 to 284 mm thick to obtain exit velocity and crater profiles. High-speed movies of the impact and exit faces of the targets showed the evolution of surface damage during the perforation event. Depth of penetration and exit velocity from simulations of the penetration and perforation experiments agree well with the experiment results. The simulations show the break-up and damage to the target during formation of the impact crater and tunnel in the deep penetration experiments and the impact and exit craters in the perforation experiments.
机译:已经开发了用于脆性土工材料的非线性,非弹性断裂模型,以模拟这些材料对高速弹丸穿透的响应。实验室机械性能实验表明,这些材料的剪切响应从低压下的脆性过渡到高压下的韧性。该模型具有以下基本假设:剪切响应可以分解为脆性内聚分量和延性摩擦分量。在低压下,内聚成分控制行为,材料响应很脆。随着压力的增加,将聚集颗粒保持在一起的胶结键被破坏,内聚成分的贡献减小,而摩擦成分的贡献增加。一旦粘结完全断裂,材料的响应仅由韧性摩擦分量决定。模型响应与混凝土样品的各种准静态三轴试验的结果吻合良好。该模型被实现为有限元代码,并用于模拟高速弹丸穿透事件。进行了一系列的实验室穿透和射孔实验,并将其用于评估有限元波传播代码内的模型。通过将坚固的钢弹发射到半无限的混凝土目标中进行穿透实验,以在277至800 m / s的冲击速度下获得穿透深度和弹坑轮廓。通过以313 m / s的速度将坚固的钢弹发射到厚度为127至284 mm的混凝土板中进行穿孔实验,以获得出口速度和弹坑轮廓。目标的撞击面和出射面的高速影像显示了穿孔事件期间表面损伤的演变。穿透和射孔实验的模拟得出的穿透深度和出口速度与实验结果非常吻合。模拟显示了在深穿透实验中形成撞击坑和隧道以及在射孔实验中撞击坑和出口坑的过程中对目标的破坏和破坏。

著录项

  • 作者

    Cargile, James Donald.;

  • 作者单位

    Purdue University.;

  • 授予单位 Purdue University.;
  • 学科 Engineering Civil.; Applied Mechanics.
  • 学位 Ph.D.
  • 年度 1998
  • 页码 207 p.
  • 总页数 207
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;应用力学;
  • 关键词

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