|
|
|
| EXPERIMENTAL INVESTIGATION ON EFFECT OF STRAIN RATE ON MECHANICAL CHARACTERISTICS OF MARBLE |
| SU Chengdong1,LI Huaizhen2,ZHANG Sheng1,GOU Panfeng1 |
(1. School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo,Henan 454001,China;
2. School of Architectural and Artistic Design,Henan Polytechnic University,Jiaozuo,Henan 454001,China) |
|
|
|
|
Abstract The uniaxial compression tests on marbles were performed under six levels of strain rates ranging from 2×10-5 to 5×10-3 s-1 by using RMT–150B servo machine. The effects of strain rate on stress rate,peak strength,elasticity modulus,Poisson?s ratio,softening modulus,strain at peak stress,storage energy,releasing energy,and fracture behavior were analyzed. The results show that the uniaxial compression process including four stages:compression,elasticity,yielding and failure stages under different strain rates. The relationship of stress rate and logarithm of strain rate could be expressed in exponential form. The peak strength of marble had a positive correlation with strain rate which could be expressed in quadratic polynomial form. The strain rate has little influence on elasticity modulus,softening modulus,and peak strain. The Poisson?s ratio has a negative correlation with strain rate,which could be expressed in exponential form. The accumulated energy prior to stress peak and released energy after stress peak has a positive correlation with strain rate;and the higher the strain rate is,the more serious cracking is. When strain rate is less than 5 × 10-4 s-1,the samples mainly present shear failure mode. The failure mode would be changed from local shear failure to overall shear failure with the increase of strain rate;and it is easier to form a cone-shape failure under high strain rate. The investigation results can provide a certain references for rockburst prevention and engineering seismic design.
|
|
Received: 19 November 2012
|
|
|
|
| [1] 朱瑞赓,吴绵拔. 不同加载速率条件下花岗岩的破坏判据[J]. 爆炸与冲击,1984,4(1):1–9.(ZHU Ruigeng,WU Mianba. Failure criterion of granite at different loading rates[J]. Explosion and Shock Waves,1984,4(1):1–9.(in Chinese))
[2] 吴绵拔,刘远惠. 中等应变速率对岩石力学特性的影响[J]. 岩土力学,1980,1(1):51–58.(WU Mianba,LIU Yuanhui. The effect of intermediate strain rates on mechanical properties of rock[J]. Rock and Soil Mechanics,1980,1(1):51–58.(in Chinese))
[3] 李永盛. 加载速率对红砂岩力学效应的试验研究[J]. 同济大学学报:自然科学版,1995,23(3):265–269.(LI Yongsheng. Experimental analysis of the mechanical effects of loading rates on red sandstone[J]. Journal of Tongji University:Natural Science,1995,23(3):265–269.(in Chinese))
[4] 尹小涛,葛修润,李春光,等. 加载速率对岩石材料力学行为的影响[J]. 岩石力学与工程学报,2010,29(增1):2 610–2 615.(YIN Xiaotao,GE Xiurun,LI Chunguang,et al. Influences of loading rates on mechanical behaviors of rock materials[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):2 610–2 615.(in Chinese))
[5] 王洪亮,范鹏贤,王明洋,等. 应变率对红砂岩渐进破坏过程和特征应力的影响[J]. 岩土力学,2011,32(5):1 340–1 346.(WANG Hongliang,FAN Pengxian,WANG Mingyang,et al. Influence of strain rate on progressive failure process and characteristic stresses of red sandstone[J]. Rock and Soil Mechanics,2011,32(5):1 340– 1 346.(in Chinese))
[6] 黄 达,黄润秋,张永兴. 粗晶大理岩单轴压缩力学特性的静态加载速率效应及能量机制试验研究[J]. 岩石力学与工程学报,2012,31(2):245–255.(HUANG Da,HUANG Runqiu,ZHANG Yongxing. Experimental investigations on static loading rate efects on mechanical properties and energy mechanism of coarse crystal grain marble under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(2):245–255.(in Chinese))
[7] 张志镇,高 峰. 单轴压缩下红砂岩能量演化试验研究[J]. 岩石力学与工程学报,2012,31(5):953–962.(ZHANG Zhizhen,GAO Feng. Experimental research on energy evolution of red sandstone samples under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(5):953–962.(in Chinese))
[8] 杨仕教,曾 晟,王和龙. 加载速率对石灰岩力学效应的试验研究[J]. 岩土工程学报,2005,27(7):786–788.(YANG Shijiao,ZENG Sheng,WANG Helong. Experimental analysis of mechanical effects of loading rates on limestone[J]. Chinese Journal of Geotechnical Engineering,2005,27(7):786–788.(in Chinese))
[9] 金丰年,杨海杰. 岩石的载荷速度效应[J]. 岩石力学与工程学报,1998,17(6):711–717.(JIN Fengnian,YANG Haijie. Loading-rate effect of rock[J]. Chinese Journal of Rock Mechanics and Engineering,1998,17(6):711–717.(in Chinese))
[10] 张连英,茅献彪. 高温状态下加载速率对石灰岩力学效应研究[J]. 岩土力学,2010,31(11):3 511–3 515.(ZHANG Lianying,MAO Xianbiao. Experimental study of the mechanical effects of loading rates on limestone at high temperature[J]. Rock and Soil Mechanics,2010,31(11):3 511–3 515.(in Chinese))
[11] 梁昌玉,李 晓,李守定,等. 岩石静态和准动态加载应变率的界限值研究[J]. 岩石力学与工程学报,2012,31(6):1 156–1 161. (LIANG Changyu,LI Xiao1,LI Shouding,et al. Study of strain rates threshold value between static loading and quasi-dynamic loading of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1 156–1 161.(in Chinese))
[12] 李海波,王建伟,李俊如,等. 单轴压缩下软岩的动态力学特性试验研究[J]. 岩土力学,2004,25(1):1–4.(LI Haibo,WANG Jianwei,LI Junru,et al. Mechanical properties of soft rock under dynamic uniaxial compression[J]. Rock and Soil Mechanics,2004,25(1):1–4.(in Chinese))
[13] 纪文栋,杨春和,姚院峰,等. 应变加载速率对盐岩力学性能的影响[J]. 岩石力学与工程学报,2011,30(12):2 507–2 513.(JI Wendong,YANG Chunhe,YAO Yuanfeng,et al. Effects of loading strain rate on mechanical performances of salt rock[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(12):2 507–2 513.(in Chinese))
[14] 中华人民共和国煤炭工业部. 煤与岩石物理力学性质测定方法[M]. 北京:中国标准出版社,1988:32–33.(Coal Industry Ministry of the People?s Republic of China. Measuring methods of physic-mechanical properties for coal and rock[M]. Beijing:Standards Press of China,1988:32–33.(in Chinese))
[15] 苏承东,张振华. 大理岩三轴压缩的塑性变形与能量特征分析[J]. 岩石力学与工程学报,2008,27(2):273–280.(SU Chengdong,ZHANG Zhenhua. Analysis of plastic deformation and energy property of marble under pseudo-triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(2):273–280.(in Chinese)) |
|
|
|