1. 中国矿业大学理学院 ,江苏 徐州221008
2. 中国矿业大学理学院,江苏,徐州,221008
3. 徐州工程学院数理学院,江苏,徐州,221008
纸质出版:2008
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张连英, 茅献彪, 孙景芳, 等. 高温状态下大理岩力学性能实验研究[J]. 土木与环境工程学报(中英文), 2008,30(6):46-50.
ZHANG Lianying, MAO Xianbiao, SUN Jingfang, et al. Mechanical Properties of Marble at High Temperature[J]. Journal of Civil and Environmental Engineering, 2008, 30(6): 46-50.
张连英, 茅献彪, 孙景芳, 等. 高温状态下大理岩力学性能实验研究[J]. 土木与环境工程学报(中英文), 2008,30(6):46-50. DOI: 10.11835/j.issn.1674-4764.2008.06.010.
ZHANG Lianying, MAO Xianbiao, SUN Jingfang, et al. Mechanical Properties of Marble at High Temperature[J]. Journal of Civil and Environmental Engineering, 2008, 30(6): 46-50. DOI: 10.11835/j.issn.1674-4764.2008.06.010.
采用电液伺服材料力学试验系统对常温~800℃高温作用下大理岩的力学性能进行了研究,考察了大理岩的全应力应变曲线、峰值应力σp、峰值应变εp、弹性模量E等量的变化特征。结果表明:随受热温度升高大理岩的峰值应力和弹性模量不同程度上渐次降低,尤其是在不同温度段岩石强度降低具有突变性,而峰值应变不同程度渐次增长。800℃时大理岩的延性明显增强,应力达到峰值后,应变仍表现出缓慢增加特性,但最终大理岩破坏方式仍以脆断为主。研究结果一定程度上反映了大理岩在温度作用下内部结构变化的特征,可为相关岩体工程设计与研究提供参考。
The mechanical properties of marble were studied using the MTS810 Rock Mechanics servo-controlled testing system at temperatures up to 800°C. This was done to analyze the stress-strain curve
peak stress
peak strain
and modulus of elasticity of marble. The results show that the peak stress and elastic modulus decrease with increasing temperatures
and the rock mechanical strength decreases suddenly in certain temperature ranges while the peak strain increases stepwise as the temperature rises. Marble ductility increased greatly at 800°C. The strain increases slowly as temperature rises after the peak stress occurs
but brittle fracturing is the main destructive manner of marble. The results also reflect the fundamental regulation of interior structural change in sandstone at different temperatures
providing a reference for rock engineering design.
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