岩层层间界面载荷突变及能量释放特性研究
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摘要
应用剪切梁理论,研究了在定常侧压力和周期性的反平面剪切载荷共同作用下,岩层层间界面载荷突变及能量释放特性由于宏观裂纹前方损伤过程区的存在,当卸载过程不能覆盖加载过程造成的损伤区时,会产生 “应力锁死”现象。而当后续再加载过程区的前锋与“应力锁死区”相接时,会产生载荷突变,从而导致冲击载荷的发生。
With the shear beam model, it is investigated the source of shocking load and its energy release related properties. Because of the existence of the damage process zone ahead of the macro crack, stress-locking would occur if the unloading process can not erase the loading damage-process zone. And if the reloading front of damage process zone is being connected with the area of stress locking, the shocking load will happen.
引文
[1]ZenonMroz,ShenXinpu。Analysis of progressive interface failure under monotonic loading[M].In:B.Xu,M.Tokuda,X.Wang eds.Proc. ofInter.Conf. onMicro-Mech.&Mater.InternationalAcademicPublisher,Sept.,Beijing,1999,109-114.
    [2]沈新普,泽鲁穆荣日.求解层间界面反平面剪切破坏的剪切梁模型(I)基本特性[J].应用数学和力学,2000,21(11):1101-1108.
    [3]ShenXinpu,ZenonMroz,Shear beam model for interface failure under antiplane shear(I)-fundamental behavior[J].AppliedMathematics andMechanics:EnglishEdition,2000,21(11):1221-1228.
    [4]沈新普,泽鲁穆荣日.求解层间界面反平面剪切破坏的剪切梁模型(II)失稳特性[J].应用数学和力学,2000,21(11):1109-1116.
    [5]ShenXinpu,ZenonMroz.Shear beam model for interface failure under antiplane shear(II)- instability[J].AppliedMathematics andMechanics:EnglishEdition,2000,21(11):1229-1336.
    [6]沈新普.ZenonMroz.循环载荷下层间界面反平面剪切破坏卸载行为的解析解[J].东北大学学报,2001,22(1):115-118.
    [7]ShenXinpu,ZenonMroz.Analysis of progressive interface failure under cyclic shear loading[J].Advances inStructuralEngineering,2000,4(3):9-20.
    [8]华安增.岩石冲击及能量释放.1989.见:孙钧、林韵梅,岩石力学新进展[M].沈阳:东北工学院出版社,220-229.
    [9]殷有泉.地震非稳定性[C].见:中国力学学会办公室,1993.结构与材料的不稳定性[C].北京:科学出版社,174-185.

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