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原生裂纹对岩石疲劳损伤演化的影响研究

刘宝壮 张正虎 梁正召

华中科技大学学报(自然科学版)2026,Vol.54Issue(8):12-19,30,9.
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华中科技大学学报(自然科学版)2026,Vol.54Issue(8):12-19,30,9.DOI:10.13245/j.hust.250534

原生裂纹对岩石疲劳损伤演化的影响研究

Influence of pre-existing cracks on the evolution of rock fatigue damage

刘宝壮 1张正虎 1梁正召1

作者信息

  • 1. 大连理工大学建设工程学院,辽宁 大连 116024
  • 折叠

摘要

Abstract

To elucidate the influence of pre-existing cracks on the damage evolution of rocks under combined pre-static and cyclic disturbance loads,the geometric parameters of pre-existing cracks in granite and marble were obtained through scanning electron microscope(SEM)observations.Numerical models incorporating the actual crack distribution were constructed based on the discrete fracture network(DFN)method.The influence of pre-existing cracks on rock fatigue damage was systematically analyzed,and the evolution mechanism of micro-cracks was revealed.The results indicate that under combined pre-static and cyclic loads,pre-existing cracks significantly reduce the tensile strength and maximum axial deformation of rocks.When the influence of pre-existing cracks is considered,the total number of tensile and shear cracks increases significantly.For granite,the total number of cracks increases by approximately 30%,while for marble,the increment is about 25%.Furthermore,under combined loads,the Brazilian splitting failure of granite is primarily caused by transgranular cracks,and the presence of pre-existing cracks increases the proportion of intergranular cracks.

关键词

预静载与循环扰动荷载/细观结构特征/原生裂纹/离散裂隙网络方法/裂纹演化规律

Key words

pre-static and cyclic disturbance loads/meso-structural characteristics/pre-existing crack/discrete fracture network method/crack evolution mechanism

分类

建筑与水利

引用本文复制引用

刘宝壮,张正虎,梁正召..原生裂纹对岩石疲劳损伤演化的影响研究[J].华中科技大学学报(自然科学版),2026,54(8):12-19,30,9.

基金项目

国家自然科学基金面上资助项目(42577177) (42577177)

地球深部探测与矿产资源勘查国家科技重大专项(2024ZD1000406). (2024ZD1000406)

华中科技大学学报(自然科学版)

1671-4512

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