采矿与安全工程学报
採礦與安全工程學報
채광여안전공정학보
Journal of Mining and Safety Engineering
2015年
5期
834-839
,共6页
宋义敏%杨小彬%杨晟萱%王乾
宋義敏%楊小彬%楊晟萱%王乾
송의민%양소빈%양성훤%왕건
数字散斑相关方法%应力强度因子%裂纹扩展速度%岩石断裂%冲击载荷
數字散斑相關方法%應力彊度因子%裂紋擴展速度%巖石斷裂%遲擊載荷
수자산반상관방법%응력강도인자%렬문확전속도%암석단렬%충격재하
digital speckle correlation method%stress intensity factor%crack propagation speed%the rock fracture%impact load
开展含 I 型预制裂纹的花岗岩矩形试件在冲击载荷作用下的动态断裂参数的试验研究。以自行研制的能实现中低冲击加载速度的可调速落锤冲击试验机进行加载,通过高速相机搭建数据采集系统进行数据采集,采用数字散斑相关方法对试验图像数据进行分析。对岩石I型裂纹在冲击载荷作用下的位移场演化特征、裂纹动态断裂的裂尖张开位移、裂纹扩展速度、动态断裂全过程中的裂尖应力强度因子等进行了定量研究。试验结果表明:落锤与岩石试件接触后,裂尖的应力强度因子呈增加趋势,当达到某一量值时,预制裂纹开裂,后续裂纹扩展的应力强度因子大于预制裂纹初始扩展的应力强度因子。
開展含 I 型預製裂紋的花崗巖矩形試件在遲擊載荷作用下的動態斷裂參數的試驗研究。以自行研製的能實現中低遲擊加載速度的可調速落錘遲擊試驗機進行加載,通過高速相機搭建數據採集繫統進行數據採集,採用數字散斑相關方法對試驗圖像數據進行分析。對巖石I型裂紋在遲擊載荷作用下的位移場縯化特徵、裂紋動態斷裂的裂尖張開位移、裂紋擴展速度、動態斷裂全過程中的裂尖應力彊度因子等進行瞭定量研究。試驗結果錶明:落錘與巖石試件接觸後,裂尖的應力彊度因子呈增加趨勢,噹達到某一量值時,預製裂紋開裂,後續裂紋擴展的應力彊度因子大于預製裂紋初始擴展的應力彊度因子。
개전함 I 형예제렬문적화강암구형시건재충격재하작용하적동태단렬삼수적시험연구。이자행연제적능실현중저충격가재속도적가조속락추충격시험궤진행가재,통과고속상궤탑건수거채집계통진행수거채집,채용수자산반상관방법대시험도상수거진행분석。대암석I형렬문재충격재하작용하적위이장연화특정、렬문동태단렬적렬첨장개위이、렬문확전속도、동태단렬전과정중적렬첨응력강도인자등진행료정량연구。시험결과표명:락추여암석시건접촉후,렬첨적응력강도인자정증가추세,당체도모일량치시,예제렬문개렬,후속렬문확전적응력강도인자대우예제렬문초시확전적응력강도인자。
An experimental research of rock dynamic fracture parameter under the action of impact load with the rectangular granite specimen with pre-cracks of Type I has been conducted. The test mate-rial is loaded by self-developed adjustable speed drop hammer impact tester which can realize low&medium impact loading speed;the data is recorded by data collecting system set up by high-speed cameras, and the data of specimen surface speckles images in the dynamic fracture process of crack is analyzed by using digital speckle correlation method. The quantitative results of displacement field evolution, the dynamic fracture of crack tip opening displacement, the speed of the crack growth and stress intensity factor of the dynamic fracture have been obtained. The experimental results have shown that the crack tip stress intensity factor increases after drop hammer contacts with the rock specimen, and when the stress intensity factor reaches a certain value, the prefabricated crack initiation and subse-quent stress intensity factor of crack initiation is greater than the initial crack stress intensity factor.