UNIAXIAL

作品数:201被引量:498H指数:10
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相关作者:蔺若成权高峰钟献词张克实蓝永庭更多>>
相关机构:清华大学东南大学广西大学大连海事大学更多>>
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相关基金:国家自然科学基金国家重点基础研究发展计划中国博士后科学基金高等学校学科创新引智计划更多>>
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A uniaxial tensile constitutive equation of high-ductility cementitious composites被引量:2
《Journal of Southeast University(English Edition)》2019年第4期476-481,共6页Guo Liping Yang Yanan Chen Bo 
The National Key Research and Development Program of China(No.2018YFC0406701);the National Natural Science Foundation of China(No.51778133,51739008)
In order to establish the constitutive relationship of high-ductility cementitious composites(HDCCs)under uniaxial tensile load and to guide the structural design of HDCCs,based on the analysis of the existing uniaxia...
关键词:uniaxial tensile constitutive equation simplified model high-ductility cementitious composites 
Effect of waste concrete with different strength on mechanical properties of recycled fine aggregate mortar被引量:9
《Journal of Southeast University(English Edition)》2019年第3期374-380,共7页Ding Xiaomeng Chen Zhongfan Liu Qiong Chen Yang 
The National Key Research and Development Programm of China(No.2018YFD1100402-05);the National Natural Science Foundation of China(No.6505000184)
The influence of source concrete (SC) with different compression strengths on the workability and mechanical properties of recycled mortar made with river sand substituted by 100% fine recycled concrete aggregates (FR...
关键词:fine recycled concrete aggregates (FRCA) recycled mortar with FRCA source concrete (SC) strength compressive strength flexural strength uniaxial compressive stress-strain test 
Effect of fiber type on the bending and uniaxial tensile properties of high-strength high-ductility cementitious composites被引量:1
《Journal of Southeast University(English Edition)》2018年第4期495-499,共5页Guo Liping Chen Bo Wu Yue Lei Dongyi 
The National Key Research and Development Program of China(No.2016YFC0401610);the National Natural Science Foundation of China(No.51778133,51739008,51438003)
To investigate the effect of fiber types on bending and tensile properties of high-strength,high-ductility cementitious composites( HS-HDCCs), ultra-high-molecular-weight polyethylene( PE) fibers,polyvinyl alcohol( PV...
关键词:fiber high ductility TOUGHNESS uniaxial tensile 
Experiment and simulation of creep performance of basalt fibre asphalt mortar under uniaxial compressive loadings被引量:1
《Journal of Southeast University(English Edition)》2016年第4期472-478,共7页张小元 顾兴宇 吕俊秀 朱宗凯 
The National Natural Science Foundation of China(No.51108082)
The creep performance of basalt fibre(BF)reinforced in asphalt mortar under uniaxial compressive loadings is investigated. The samples of basalt fibre asphalt mortar(BFAM) with different BF mass fractions(0. 1%,0...
关键词:basalt fibre asphalt mortar uniaxial compressive creep performance 
Strength regularity and failure criterion of plain HSHPC under biaxial compression after exposure to high temperatures
《Journal of Southeast University(English Edition)》2008年第2期206-211,共6页何振军 宋玉普 
Biaxial compression tests are performed on 100 mm × 100 mm × 100 mm cubic specimens of plain high-strength highperformance concrete (HSHPC) at seven kinds of stress ratios, σ2:σ3 =0 : - 1, -0.20 : - 1, -0.30 ...
关键词:high-strength high-performance concrete (HSHPC) high temperatures stress ratio uniaxial and biaxial compressive strength failure criterion 
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