南京理工大学学报（自然科学版）2016，Vol.40Issue(4)：381-385,5.DOI:10.14177/j.cnki.32-1397n.2016.40.04.001
混凝土材料的正交异性侵彻深度模型
Orthotropic cavity penetration depth model of concrete material
薛建锋 1沈培辉 1王晓鸣1
作者信息
- 1. 南京理工大学 机械工程学院，江苏 南京210094
- 折叠
摘要
Abstract
Based on the extensive using spherical cavity expansion model in the penetration concrete subjected to projectile, with the Darwin-Pechnold constitutive model, taking Saenz uniaxial compression stress strain relationship instead of equivalent uniaxial stress-strain relationship of concrete,the orthogonal anisotropic cavity expansion model is developed by using Kupfe failure criterion to describe the mechanical behavior of concrete. The predicated model of penetration depth is in reasonable agreement with the experimental results. The model can reflect the real physical phe-nomenon of concrete material, so the use of spherical cavity expansion model is expanded and simplified in the problem of penetration.关键词
本构模型/破坏准则/正交异性空腔膨胀/弹体/混凝土/侵彻深度/开坑深度/开坑直径Key words
constitutive models/failure criterion/orthotropic cavity explosion/projectiles/concretes/penetration depth/crater depth/crater diameters分类
军事科技引用本文复制引用
薛建锋,沈培辉,王晓鸣..混凝土材料的正交异性侵彻深度模型[J].南京理工大学学报（自然科学版）,2016,40(4):381-385,5.
