STRESS-STRAIN

作品数：90被引量：179H指数：7
导出分析报告
相关领域：一般工业技术金属学及工艺更多>>
相关作者：卢博李赶先张亦良王晶黄韶健更多>>
相关机构：中国科学院北京工业大学更多>>
相关期刊：更多>>
相关基金：国家自然科学基金中国博士后科学基金国家重点基础研究发展计划高等学校学科创新引智计划更多>>
-
在结果中检索

检索结果分析

结果分析中...
选择条件：
  • 期刊=Science China（Technological Sciences）x
共 条 记 录，以下是1-7
全选清除导出
参考文献引证文献引用追踪
视图：
排序：
A generalized plasticity model for the stress-strain and creep behavior of rockfill materials被引量：7
《Science China(Technological Sciences)》2019年第4期649-664,共16页FU ZhongZhi CHEN ShengShui WEI KuangMin 
supported by the National Key Research and Development Program of China(Grant No.2017YFC0404806);the National Natural Science Foundation of China(Grant Nos.51779152,51539006)
The generalized plasticity constitutive equations that simulate, in a unified manner, the stress-strain response and the creep behavior of rockfill materials are derived using the concept of elastoplasticity. A single...
关键词：ROCKFILL materials creep behavior CONSTITUTIVE model GENERALIZED plasticity concrete face ROCKFILL dam(CFRD) 
Experimental study on mechanical behavior of high performance concrete under multi-axial compressive stress被引量：4
《Science China(Technological Sciences)》2014年第12期2514-2522,共9页ZHOU Jia Jia PAN Jin Long LEUNG Christopher Kin Ying LI Zong Jin 
supported by the National Natural Science Foundation of China(Grant No.51278118);the National Basic Research Program of China("973"Project)(Grant No.2009CB623200);the Priority Academic Program Development of Jiangsu Higher Education Institutions
Experimental investigation was conducted to characterize the responses of high performance concrete(HPC) subjected to multiaxial compressive stresses. The HPC specimens were prepared with three different mix proportio...
关键词：high performance concrete （HPC） biaxial compressive stress triaxial compressive stress failure criterion stress-straincurve 
Experimental investigation and numerical modeling for elastoplastic notch-root stress/strain analysis under monotonic loadings被引量：3
《Science China(Technological Sciences)》2014年第7期1411-1424,共14页HUANG Jia SHI DuoQi YANG XiaoGuang PAN Bing SHI Hao 
supported by the National Natural Science Foundation of China(Grant No.51275023);the Innovation Foundation of BUAA for PhD Graduates(Grant No.YWF-14-YJSY-49)
Experimental investigation and numerical modeling on elasto-plastic notch-root stress/strain distributions under monotonic loadings of both the Ni-based directionally solidified(DS)superalloy and Titanium alloy were c...
关键词：digital image correlation notch analysis monotonic loading ANISOTROPY STRESS-STRAIN 
An elastic-viscous-plastic model for overconsolidated clays被引量：24
《Science China(Technological Sciences)》2013年第2期441-457,共17页YAO YangPing KONG LingMing HU Jing 
supported by the National Natural Science Foundation of China (Grant Nos. 51179003,11072016,11272031);the Specialized Research Fund for the Doctoral Program of Higher Education (Grant No.20091102110030)
The influences of time on clays are discussed first,and the concept of the instant normal compression line is proposed by analyzing the existing theories and experimental results.Based on the creep law,the relationshi...
关键词：CREEP VISCOPLASTICITY STRESS-STRAIN overconsolidation THREE-DIMENSIONAL 
Modeling and behaviours of rockfill materials in three-dimensional stress space被引量：12
《Science China(Technological Sciences)》2012年第10期2877-2892,共16页XIAO Yang LIU HanLong ZHU JunGao SHI WeiCheng 
supported by the National Natural Science Foundation of China for Distinguished Young Scholar (Grant No. 50825901);the Public Service Sector R&D Project of Ministry of Water Resource of China(Grant No. 200801014);the Fundamental Research Funds for the Central Universities (Grant No. 2011B14514);Jiangsu Civil Engineering Graduate Center for Innovation and Academic Communication Foundation
A bounding surface model incorporating a unified nonlinear strength criterion is proposed.The proposed bounding surface model contains 9 model parameters,which can be determined from the conventional triaxial tests.Th...
关键词：bounding surface STRENGTH STRESS-STRAIN three-dimensional stress constitutive model rockfill materials 
Experimental study of dynamic mechanical properties of reactive powder concrete under high-strain-rate impacts被引量：9
《Science China(Technological Sciences)》2010年第9期2435-2449,共15页JU Yang1,2,LIU HongBin1,SHENG GuoHua1,3 & WANG HuiJie1 1 State Key Laboratory of Coal Resources and Safe Mining,Beijing Key Laboratory of Fracture and Damage Mechanics of Rocks and Concrete,China University of Mining and Technology,Beijing 100083,China 2 Department of Mechanical and Manufacturing Engineering,University of Calgary,2500 University Drive,AB T2N 1N4,Canada 3 School of Resources and Civil Engineering,Northeastern University,Shenyang 110004,China 
supported by the National Natural Science Foundation of China (Grant No. 50974125);the National Basic Research Project of China ("973" Project) (Grant Nos. 2010CB226804, 2002CB412705);the Natural Sciences and Engineering Research Council of Canada (PGS-D2-2006) and the Beijing Key Laboratory Projects
The dynamic mechanical properties of reactive powder concrete subjected to compressive impacts with high strain rates ranging from 10 to 1.1×102 s-1 were investigated by means of SHPB (split-Hopkinson-pressure-bar) t...
关键词：impact REACTIVE powder concrete (RPC) high strain rate DYNAMIC strength energy CONSUMPTION DYNAMIC STRESS-STRAIN response 
Dynamic damage and stress-strain relations of ultra-high performance cementitious composites subjected to repeated impact被引量：7
《Science China(Technological Sciences)》2010年第6期1520-1525,共6页LAI JianZhong1 & SUN Wei2 1 Department of Materials Science and Engineering,Nanjing University of Science and Technology,Nanjing 210094,China 2 College of Materials Science and Engineering,Southeast University,Nanjing 211189,China 
supported by the National Natural Science Foundation of China (Grant No.50808101);Jiangsu Provincial Program for Basic Research (Natural Science Foundation) (Grant No.BK2008417);China Postdoctoral Science Foundation (Grant No.20080431100);Excellence Plan "Zijin Star" of NJUST
Ultra-high performance cementitious composites (UHPCC) were prepared by replacing 60% of cement with ultra-fine industrial waste powders.The dynamic damage and compressive stress-strain relations of UHPCC were studied...
关键词：ultra-high performance cementitious composites (UHPCC) SPLIT Hopkinson pressure BAR (SHPB) repeated IMPACT DAMAGE STRESS-STRAIN 
全选清除导出
共1页<1>
检索报告 对象比较 聚类工具 使用帮助 返回顶部