金属矿山2024,Issue(2) :114-122.DOI:10.19614/j.cnki.jsks.202402011

三点弯曲载荷下岩体偏置斜裂隙的应力强度因子

Stress Intensity Factor of Rock Mass Offset Oblique Crack under Three-Point Bending Load

王超 伍永平 赵自豪 曹健 段会强 杨盼盼
金属矿山2024,Issue(2) :114-122.DOI:10.19614/j.cnki.jsks.202402011

三点弯曲载荷下岩体偏置斜裂隙的应力强度因子

Stress Intensity Factor of Rock Mass Offset Oblique Crack under Three-Point Bending Load

王超 1伍永平 2赵自豪 1曹健 1段会强 1杨盼盼1
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作者信息

  • 1. 内蒙古科技大学矿业与煤炭学院,内蒙古包头 014010;内蒙古自治区矿业工程重点实验室,内蒙古包头 014010;内蒙古自治区煤炭安全开采与利用工程技术研究中心,内蒙古包头 014010;内蒙古煤炭绿色开采与绿色利用协同创新中心,内蒙古包头 014010
  • 2. 西安科技大学能源学院,陕西西安 710054
  • 折叠

摘要

地下巷道(硐室)顶板常因弯曲离层而破断,其破断位置与裂隙几何形态和位置密切关联.为揭示裂隙对岩层断裂的影响,建立了岩体偏置斜裂隙的三点弯曲模型,定义了裂隙的偏置系数和贯通率,分析了裂隙偏置系数、倾角和贯通率三者之间的关系,基于力学平衡原理和σ-K关系导出了偏置斜裂隙与偏置竖裂隙应力强度因子K的关系式.同时分析了裂隙倾角、贯通率和偏置系数对应力强度因子的影响规律.该方法可为裂隙影响下巷道(硐室)顶板的张拉断裂提供判定依据.

Abstract

The roof of underground roadway(chambers)often breaks due to bending and delamination,and the location of the break is closely related to the geometric shape and position of the cracks.To reveal the impact of cracks on rock fracture,a three-point bending model of rock mass with offset oblique cracks was established.The offset coefficient and connectivity ratio of cracks were defined,and the relationship between the offset coefficient,inclination angle,and connectivity of cracks was ana-lyzed.Based on the principle of mechanical equilibrium and the σ-K relationship derives the stress intensity factor K correlation between offset oblique cracks and offset vertical cracks.At the same time,the influence of crack inclination angle,connectivity,and offset coefficient on the stress intensity factor was analyzed.This method can provide a judgment basis for the tensile frac-ture of the roof of the roadway(chamber)under the influence of cracks.

关键词

三点弯曲/应力强度因子/岩体/偏置斜裂隙/贯通率

Key words

three-point bending/stress intensity factor/rock mass/offset oblique crack/connectivity ratio

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基金项目

国家自然科学基金(51964037)

内蒙古自治区自然科学基金(2022QN05007)

内蒙古自治区自然科学基金(2021BS05002)

内蒙古自治区自然科学基金(2019MS04016)

出版年

2024
金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
参考文献量32
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