基于应力归还控制的岩石荷载速率依存性研究

doi:10.13722/j.cnki.jrme.2015.1194

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摘要采用应力归还伺服控制方法，对I和II类岩石荷载速率依存性进行研究。首先，运用变阻器技术，实现伺服试验机应力归还控制，能对岩石峰后进行稳定控制，完整地获得岩石的全应力–应变曲线。其次，对I(田下凝灰岩、荻野凝灰岩)和II类岩石(江持安山岩、井口砂岩)进行恒定荷载速率、交替荷载速率和加载–卸载–加载组合试验，组合试验对弹性和非弹性应变成功地进行了分离，得到非弹性应变和应力的对应关系。试验结果表明，破坏强度、破坏应变、杨氏模量和破坏寿命具有明显的荷载速率特性。最后，对峰前区域的荷载速率依存性常数n提出了3种求解方法，为研究岩石的速率效应奠定了基础。

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	张海龙1
	2
	许江1
	大久保诚介1
	彭守建1
	汤杨1
	赵开1
	陈灿灿1
	马书敏1

关键词 ：岩石力学, 应力归还控制, 变阻器技术, 荷载速率依存性, 非弹性应变, 荷载速率依存常数

Abstract：The loading rate dependence of class I and class II rocks was investigated with the stress-feedback method. This method was executed on the servo-controlled testing machine with varied-resistance technology. The complete stress-strain curves were obtained with the stress-feedback method，and the testing machine was very stable at the post-failure region. The tests under the constant loading-rate，alternate loading-rate and loading-unloading- reloading were carried out with the stress-feedback method for class I rocks (Tage tuff，Ogino tuff) and class II rocks (Emochi andesite，Jingkou sandstone) and the elastic and inelastic strains were successfully separated from the loading-unloading-reloading test. The relationship between the inelastic strain and stress was obtained. Experimental results indicate the notable loading rate dependency of strength，failure strain，Young?s modulus and failure life span. Three methods were proposed to calculate the constant n of loading rate dependence at the pre-failure region.

Key words： rock mechanics stress-feedback controlling varied-resistance technology loading rate dependency inelastic strain constant of loading rate dependency

引用本文:

张海龙1，2，许江1，大久保诚介1，彭守建1，汤杨1，赵开1，陈灿灿1，马书敏1. 基于应力归还控制的岩石荷载速率依存性研究[J]. 岩石力学与工程学报, 2017, 36(1): 93-106.
ZHANG Hailong1，2，XU Jiang1，OKUBO Seisuke1，PENG Shoujian1，TANG Yang1，ZHAO Kai1，CHEN Cancan1，MA Shumin1. Research on loading-rate dependence of rocks by stress-feedback controlling method. , 2017, 36(1): 93-106.

链接本文:

https://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2015.1194 或 https://rockmech.whrsm.ac.cn/CN/Y2017/V36/I1/93

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