首页|循环荷载下双裂隙砂岩弹性模量及裂纹动态演化

循环荷载下双裂隙砂岩弹性模量及裂纹动态演化

Elastic Modulus and Dynamic Evolution of Fracture in Double-Fractured Sandstone Under Cyclic Loading

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为研究不同岩桥倾角砂岩在循环荷载作用下的弹性模量变化和裂纹动态演化规律,对裂隙倾角固定为45°,岩桥倾角分别为15°,45°,75°,90°,105°的砂岩试件开展了单轴循环加、卸载试验和PFC2D模拟.结果表明,不同裂隙砂岩的弹性模量随循环荷载作用得到了明显的强化;在循环荷载作用下,应力-应变曲线与离散元模拟得到的试件瞬时微裂纹演化曲线存在对应关系;岩桥倾角对砂岩的破坏模式有影响,PFC2D模拟的裂纹动态演化可以合理地反映岩石中裂纹的萌生位置、扩展方向.基于微裂纹数目所定义的损伤与破坏模式很好地对应,岩桥倾角为45°时原始损伤是最大的.
In order to study the changes in elastic modulus and the dynamic evolution of cracks in sandstones with different inclination angles of rock bridges under cyclic loading,uniaxial cyclic loading and unloading tests,along with PFC2D simulations were carried out on sandstone specimens with rock bridge inclination angles of 15°,45°,75°,90° and 105° when the fissure inclination angle was fixed at 45°.The results show that a significant strengthening of the elastic modulus of sandstone with different fissures due to cyclic loading.There is a correlation between the stress-strain curve and the instantaneous microcrack evolution curve of specimens obtained from discrete element simulation under cyclic loading.The rock bridge inclination angle has an influence on the damage mode of sandstone,and the dynamic crack evolution in the PFC2D simulation can reasonably reflect the initiation location and growth direction of cracks in the rock.The damage defined based on the number of microcracks,corresponds well to the damage pattern,with the maximum original damage at a rock bridge inclination angle of 45°.

double-fractured sandstonecyclic loadingelastic modulusstress-strain curvePFC2Dfailure modedamage variables

王述红、庄贤鹏、王菲、赵乾百

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东北大学 资源与土木工程学院,辽宁 沈阳 110819

双裂隙砂岩 循环荷载 弹性模量 应力-应变曲线 PFC2D 破坏模式 损伤变量

中国-中东欧国家高校联合教育项目国家外国专家项目国家自然科学基金辽宁省重点科技计划中央高校基本科研业务费专项中央高校基本科研业务费专项

2021111DL2021128001LU16022322019JH2-10100035N2101018N180701005

2024

10.12068/j.issn.1005-3026.2024.03.008

东北大学学报(自然科学版)
东北大学

东北大学学报(自然科学版)

CSTPCD北大核心
影响因子：0.507
ISSN：1005-3026
年,卷(期)：2024.45(3)
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