[1]翟 越,李 楠,赵均海,等.SHPB试验中应力波在损伤非线弹性材料中的传播[J].西安建筑科技大学学报:自然科学版,2015,47(03):359-363.[doi:10.15986/j.1006-7930.2015.03.009]
　ZHAI Yue,LI Nan,ZHAO Junhai,et al.Stress wave propagation in damage nonlinear elastic rock materials specimen during SHPB tests[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):359-363.[doi:10.15986/j.1006-7930.2015.03.009]
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SHPB试验中应力波在损伤非线弹性材料中的传播()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
47
期数:
2015年03期
页码:
359-363
栏目:
出版日期:
2015-06-30

文章信息/Info

Title:
Stress wave propagation in damage nonlinear elastic rock materials specimen during SHPB tests
文章编号:
1006-7930(2015)03-0359-05
作者:
翟 越; 李 楠; 赵均海; 王思维
(长安大学地质工程与测绘学院,陕西 西安 710054)
Author(s):
ZHAI Yue;  LI Nan;  ZHAO Junhai ; WANG Siwei
(School of Geology Engineering and Geomatics, Changan University)
关键词:
SHPB; 岩石类材料; 损伤非线弹性; 本构方程; 波动方程
Keywords:
SHPB;  rock materials;  damage nonlinear elasticity;  constitutive equation;  wave equation
分类号:
TU375
DOI:
10.15986/j.1006-7930.2015.03.009
文献标志码:
A
摘要:
为了研究高应变率冲击压缩荷载作用下，岩石类材料的非线弹性力学特性，建立了描述SHPB 试验中应力波在考虑损伤及应变率强化效应的非线弹性岩石类材料中传播的波动方程．将混合遗传算法与有限差分法数值计算方法相结合，建立了数值分析程序，在花岗岩SHPB试验研究基础上，模拟了SHPB试验中从应力波进入入射杆到试件破碎的整个加载过程中应力波在入射杆、透射杆以及岩石类试件中的传播过程，进而求得试件上的应力与应变．由理论计算的应力应变曲线与试验曲线对比分析，验证了应力波在考虑损伤的非线弹性材料中的波动方程及数值分析方法的适用性和可靠性．
Abstract:
In order to study the viscoelastoplastic characteristics of rock-like materials under high-strain rate loading, firstly, control equation of the stress wave propagating in the non linear elastic rock material with strain rate strengthening and damage in Split Hopkinson Pressure Bar (SHPB) tests is established. Then based on the granite test, combining hybrid genetic algorithm with the finite difference method of numerical analysis, the stress wave propagation in two compressive bar and specimen is numerically analyzed in the whole loading process from the incident wave into the incident bar to specimen broken, and then strain and stress of specimen are obtained. Finally, through the comparison of calculation curve and experimental curve, the reliability of the stress wave equations and numerical analysis method are validated.

参考文献/References:

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相似文献/References:

[1]李晓琴,陈前均,陈保淇,等.混凝土SHPB试验端面摩擦效应研究[J].西安建筑科技大学学报:自然科学版,2018,50(02):209.[doi:10.15986/j.1006-7930.2018.05.009]
　LI Xiaoqin CHEN Qianjun CHEN Baoqi TAO Yi.Study on concrete SHPB tests with interface friction effects[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2018,50(03):209.[doi:10.15986/j.1006-7930.2018.05.009]

备注/Memo

备注/Memo:
收稿日期：2015.01.27   修改日期：2015.05.25
基金项目：国家自然科学基金项目(41272286, 41172257)；陕西省自然科学基金项目(2009JQ5003)
作者简介：翟越（1975-），男，博士，副教授，主要研究建筑安全及材料动态特性等。E-mail: zy@chd.edu.cn
更新日期/Last Update: 2015-09-01