大应变和高应变率下多孔橡胶的初始试验和本构模型

James A. Bieler, B. Davis
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引用次数: 0

摘要

为了能够对军事和执法人员常用的实弹设施的设计对目前正在开发的下一代和环境友好型弹药的影响进行数值模拟,必须开发新型靶材的本构模型。许多现有的设施都是用AR500钢材建造的,再加上一层多孔橡胶,以降低冲击速度并容纳弹丸碎片。高应变率模型,如常用的Johnson-Cook本构模型,广泛用于表征AR500钢,但目前还没有校准模型来表征多孔橡胶。本项目旨在解决这一不足,并为这些设施的设计师提供合适的材料模型,以确保用户和公众的安全。研究了考虑大应变、高应变率、弹道事件和材料孔隙率的温度效应的适当本构模型,并制定了未来材料测试的计划。选择了三个合适的模型进行进一步分析——Johnson在他的研究中描述了一个非线性弹性模型,该模型与Mie-Gruneisen状态方程相结合,用于解释材料的孔隙率,用于可破碎固体的Osborn-Hull模型,以及通常用于胶结材料的Holmquist-Johnson-Cook模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Initial Testing and Constitutive Modeling of Cellular Rubber Subjected to Large Strains and High Strain Rates
In order to allow for the numerical modeling of impacts for the design of live fire facilities commonly used by military and law enforcement personnel against next generation and environmentally friendly ammunition currently in development, constitutive models for novel target materials must be developed. Many existing facilities are constructed from AR500 steel, coupled with a layer of cellular rubber to reduce impact velocities and contain projectile fragments. High strain rate models, such as the commonly used Johnson-Cook constitutive model, are widely available to characterize AR500 steel, but calibrated models do not currently exist to characterize the cellular rubber. This project seeks to address this shortfall and provide a suitable material model for designers of these facilities in order to ensure the safety of users and the public. Appropriate constitutive models that account for the large strain, high strain rates, and temperature effects experienced during ballistic events and the porosity of the material were researched and a plan developed for future materials testing. Three suitable models were selected for further analysis — A Non-Linear Elastic Model described by Johnson in his work with polyurethane coupled with a Mie-Gruneisen equation of state to account for the porosity of the material, an Osborn-Hull model developed for use with crushable solids, and the Holmquist-Johnson-Cook Model commonly used for cementitious materials.
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