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半圆弯拉下岩石内裂纹扩展规律数值模拟研究
引用本文:张志韬,顾浩,王海军,汤雷,刘鑫娜,戚海棠.半圆弯拉下岩石内裂纹扩展规律数值模拟研究[J].水利水电技术,2020,51(4):193-202.
作者姓名:张志韬  顾浩  王海军  汤雷  刘鑫娜  戚海棠
作者单位:南京水利科学研究院水文水资源与水利工程国家重点实验室,江苏南京210029;河海大学水利水电学院,江苏南京210098
基金项目:国家自然科学基金(51409170,51739008); 江苏省自然科学基金(BK20171130); 中央级公益性科研院所基本科研业务费项目(Y419005)
摘    要:岩石内部固有缺陷的存在和扩展是导致其断裂的重要因素,半圆弯拉试验是该领域的重要实验。为研究半圆弯拉下含三维内裂纹试件扩展路径及断裂特性,基于Franc3D有限元自适应网格划分技术开展含三维内裂纹SCB试样数值模拟,结果表明:(1)基于Franc3D软件的三维裂纹扩展与室内试验具有较好的一致性,该软件是三维裂纹数值模拟的重要工具。(2)通过M积分得到裂纹尖端应力强度因子,分析得出对称加载模型为K_Ⅰ与底部加载跨距呈正相关的Ⅰ型断裂模式;非对称加载模型中出现复合断裂模式,随着右侧加载跨距的增加,K_Ⅰ先降低再升高,K_Ⅱ及K_Ⅲ先变化至0,再逐渐升高。(3)基于最大拉应力准则得到裂纹扩展路径,对称加载模型在I型断裂模式下进行平面扩展后破坏,非对称加载模型出现复合断裂模式,伴随翼型起裂并扩展至破坏。(4)定量分析对称加载模型裂纹内部扩展规律得出,裂纹下端扩展速率最大,上端扩展速率最小。

关 键 词:岩石断裂  半圆弯拉  Franc3D  扩展路径  三维裂纹
收稿时间:2019-08-01

Numerical simulation of internal crack propagation in rocks under semi-circle bending
ZHANG Zhitao,GU Hao,WANG Haijun,TANG Lei,LIU Xinna,QI Haitang.Numerical simulation of internal crack propagation in rocks under semi-circle bending[J].Water Resources and Hydropower Engineering,2020,51(4):193-202.
Authors:ZHANG Zhitao  GU Hao  WANG Haijun  TANG Lei  LIU Xinna  QI Haitang
Affiliation:1. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Nanjing Hydraulic Research Institute,Nanjing 210029,Jiangsu,China,2. College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,Jiangsu,China
Abstract:In order to study the propagation path and fracturing characteristics of the rock specimen with 3-D internal cracks,the numerical simulation on the SCB specimens containing 3-D internal cracks is carried out based on the technique of finite element adaptive mesh generation of Franc3D. The result shows that ( 1) the result from the Franc3D-based numerical simulation on the 3- D crack propagation is better consistent with that from the indoor test,and then the software is an important tool for the numerical simulation of 3-D crack; ( 2) through M-integral,the stress intensity factor at crack tip is obtained,and then it is obtained from the relevant analysis that the symmetric loading model is the fracture-mode I that KⅠ is positively correlated with the bottom loaded span,while composite fracture modes occur in the asymmetric loading model. Along with the increase of the right-side loaded span,KⅠ is decreased at first and then increased and KⅡ ,KⅢ is changed to 0 and then gradually increased; ( 3) the crack propagation path is obtained in accordance with the maximum tensile stress criterion,from which the symmetric loading model is destructed after planar propagation under the fracturing mode I,while composite fracture modes occur in the asymmetric loading model,which are extended to destruction along with winged-cracking; ( 4) it is obtained from the relevant quantitative analysis of the internal propagation law of the symmetric loading model that the propagating rate at the lower end of crack is the largest,while the propagating rate at the upper end is the smallest.
Keywords:rock fracture  semi-circular bending  Franc3D  propagation path  3-D crack  
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