表2-173 ＊MAT_PLASTIC_KINEMATIC模型参数（一）

陈力，等. 体外预应力RC板抗爆性能的优化计算[C]. 第十届全国爆炸与安全技术会议论文集, 昆明, 2011.

表2-174 ＊MAT_PIECEWISE_LINEAR_PLASTICITY模型参数（采用梁单元来模拟钢筋，单位制为：N-mm-ms-MPa）

表2-175 ＊MAT_PLASTIC_KINEMATIC模型参数（采用杆单元来模拟钢筋）

LEONARD E SCHWER. Modeling Rebar:The Forgotten Sister in Reinforced Concrete Modeling [C]. 13th International LS-DYNA Conference, Dearborn, 2014.

表2-176 AUTODYN软件中的状态方程和强度模型参数

ULRIKA NYSTRÖM, KENT GYLLTOFT. Numerical studies of the combined effects of blast and fragment loading [J]. International Journal of Impact Engineering, 2009, 36:995-1005.

表2-177 GRUENEISEN状态方程和JOHNSON-COOK模型参数

N GEBBEKEN, S GREULICH. Reliable Modelling of Explosive Loadings on Reinforced Concrete Structures [C]. International Conference on Interaction of the Effects of Munitions with Structures, San Diego, 2001.

表2-178 ＊MAT_PIECEWISE_LINEAR_PLASTICITY模型参数（单位制inch-s-lbf-psi）

注：基于Flathau 1971 WES的钢筋实验。

http://ftp.lstc.com.

表2-179 ＊MAT_PLASTIC_KINEMATIC模型参数（二）

MATTIAS UNOSSON. Numerical simulations of penetration and perforation of high performance concrete with 75mm steel projectile [R]. FOA, FOA-R-00, 01634-311-SE, 2000.