混凝土动力试验设备的发展现状与展望(5)

2021-04-06 00:37

混凝土动力试验设备的发展现状与展望

作者:作者单位:刊名:英文刊名:年,卷(期):被引用次数:

闫东明, 林皋, YAN Dong-ming, LIN Gao

闫东明,YAN Dong-ming(郑州大学,环境与水利学院,郑州,450002), 林皋,LIN Gao(大连理工大学,土木水利学院,辽宁大连,116024)水科学与工程技术

WATER SCIENCES AND ENGINEERING TECHNOLOGY2007(1)1次

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6.Harding J;Wood ED;Campbell JD Tensile testing of material at impact rates of strain[外文期刊] 19607.李木国;张群;王静 大型液压伺服混凝土静动三轴试验机[期刊论文]-大连理工大学学报 2003(06)

8.董毓利;谢和平;赵鹏 不同应变率下混凝土受压全过程的实验研究及其本构关系[期刊论文]-水利学报 1997(07)9.肖诗云;林皋;逯静洲 应变率对混凝土抗压特性的影响[期刊论文]-哈尔滨建筑大学学报 2002(05)10.肖诗云;林皋;王哲 应变率对混凝土抗拉特性影响[期刊论文]-大连理工大学学报 2001(06)

11.Brester B;Bertero V V Influence of high strain rate and cyclic loading of unconfined and confined concrete in compression 197512.Gran J K;Florence A L;Colton J D Dynamic triaxial tests of high strength concrete 1989(05)

13.Dancygier A N;Yankelevsky D Z High strength concrete response to hard projectile impact[外文期刊] 1996(06)14.商霖;宁建国 强冲击荷载下混凝土动态本构关系[期刊论文]-工程力学 2005(02)

15.Martin J S High pressure and high strain rate behavior of cementitious materials:experiments and elastic/viscoplastic modeling 200316.Rossi P;Van Mier J G M Effect of loading rate on the strength of concrete subjected to uniaxial tension 1994(169)17.Malvern L E;Jenkins D A;Tang T Dynamic compressive testing of concrete

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19.Gomez JT;Shukla A;Sharma A Static and dynamic behavior of concrete and granite in tension with damage[外文期刊] mebert D L;Ross C A Strain rate effects on dynamic fracture and strength[外文期刊] 2000(10)

21.Elfahal M M;Krauthammer T;Ohno T Size effect for normal strength concrete cylinders subjected to axial impact[外文期刊] 200522.Piti Sukontasukkul Effect of loading rate on damage of concrete[外文期刊] 2004(34)

23.宋玉普;吕培印;候景鹏 有侧压混凝土的变速率劈拉强度试验及其破坏准则[期刊论文]-水利学报 2002(03)24.吕培印;宋玉普;吴智敏 变速率加载下有侧压混凝土强度和变形特性[期刊论文]-大连理工大学学报 2001(06)25.吕培印;宋玉普;候景鹏 一向侧压混凝土在不同加载速率下的受压试验及其破坏准则[期刊论文]-工程力学 2002(05)

26.Sparks P R;Menzies J B The effect of rate of loading upon the static and fatigue strengths of plain concrete in compression 1973(83)

1.盛国华.刘红彬.王会杰.王金波.鞠杨 活性粉末混凝土的冲击性能研究[期刊论文]-混凝土 2009(11)

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