[1]肖 旸,周一峰,马 砺,等.热-力作用对岩石热破坏模式及其阈值影响的数值模拟[J].西安科技大学学报,2017,(05):630-635.[doi:10.13800/j.cnki.xakjdxxb.2017.0505]
 XIAO Yang,ZHOU Yi-feng,MA Li,et al.Numerical simulation on effect of temperature-pressure on the failure mode and threshold of the rock[J].Journal of Xi'an University of Science and Technology,2017,(05):630-635.[doi:10.13800/j.cnki.xakjdxxb.2017.0505]
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热-力作用对岩石热破坏模式及其阈值影响的数值模拟(/HTML)
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西安科技大学学报[ISSN:1672-9315/CN:61-1434/N]

卷:
期数:
2017年05期
页码:
630-635
栏目:
出版日期:
2017-09-30

文章信息/Info

Title:
Numerical simulation on effect of temperature-pressure on the failure mode and threshold of the rock
文章编号:
1672-9315(2017)05-0630-06
作者:
肖 旸123周一峰2马 砺123鲁军辉2
1.教育部 西部矿井开采及灾害防治重点实验室,陕西 西安 710054; 2.西安科技大学 安全科学与工程学院, 陕西 西安 710054; 3.西部煤矿安全教育部工程研究中心,陕西 西安 710054
Author(s):
XIAO Yang123ZHOU Yi-feng2MA Li123LU Jun-hui2
1.Key Laboratory of Western Mine Exploration and Hazard Prevention,Ministry of Education,Xi'an 710054,China; 2.College of Safety Science and Engineering,Xi'an University of Science and Technology,Xi'an 710054,China; 3.Western Coal Mine Safety Engineering Research Center of the Ministry of Education,Xi'an 710054,China
关键词:
RFPA 温度阈值 声发射 声发射能量 热-力耦合
Keywords:
Key words:RFPA temperature threshold AE AE energy thermal mechanical coupling
分类号:
TD 325
DOI:
10.13800/j.cnki.xakjdxxb.2017.0505
文献标志码:
A
摘要:
物理实验研究温度对岩石热破坏的影响,并不能够反映岩石内部热破坏应力场及温度场的移动,文中运用RFPA-thermal软件,建立了热-力耦合数学模型,模拟了岩石的热破坏过程。得到了温度对岩样热破坏模式、温度阈值、声发射(AE)特征等。结果表明:在固定压力下,随温度的升高,孔裂隙演化逐渐加快,主要是沿着原有裂隙的通道继续延长和加宽,同时也有部分新生裂隙产生。在300 ℃附近时,裂隙发展迅速加快,此温度是其温度阈值。AE次数和其能量随温度升高呈指数增长,并得到了相应的拟合公式。
Abstract:
Abstract:The study of temperature effect on thermal destruction of rock using physical experiments can't reflect movement of the stress field and temperature field of heat damage inside the rock.The RFPA-thermal software is employed to build a thermo-mechanical coupled mathematical model to simulates the thermal destruction of rocks on setting simulation program in this paper.The pattern of thermal damage,the threshold temperature,acoustic emission(AE)characteristics of rock sample are obtained from the simulation.The results show that as the temperature increase under fixed pressure,the evolution of crack and fracture gradually accelerate,which mainly continue extends and widens along the existing crack and fracture.Meanwhile,there some more new fractures generate during the process.Cracks develop rapidly accelerated around 300 ℃ that is the temperature threshold.AE account and its energy represent exponentially growth with increasing temperature,and the corresponding fitting formula is got.

参考文献/References:

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备注/Memo

备注/Memo:
基金项目:国家自然科学基金(51204136); 中国博士后科学基金(2016M590963); 陕西省工业科技攻关(2016GY-192); 西安科技大学博士启动金(2013QDJ061) 通讯作者:肖 旸(1979-),男,贵州湄潭人,博士,副教授,E-mail:xiaoy@xust.edu.cn
更新日期/Last Update: 2017-11-08