共查询到20条相似文献，搜索用时 15 毫秒
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动静载荷耦合作用下岩石破坏过程研究是深部开采等相关岩土工程的应用基础性研究课题.本文对动静载荷耦合作用下岩石破坏过程研究现状进行了分析,并对该领域今后的研究方向进行了探讨. 相似文献
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目的：结构面是岩体的重要组成部分,其对岩体工程结构的变形和失稳有着重要的影响。本文旨在探究加载路径和围压对预制裂缝试样裂纹扩展和强度的影响,揭示不同加载路径下含预制裂缝岩石试样的微观破坏机理。创新点：1.设计可以模拟各种工程场景（如隧道、边坡开挖）下应力状态变化的加载路径,包括轴向加载试验、围压卸载试验和围压卸载伴随的轴向加载试验;2.研究试样裂纹扩展路径及其与加载路径和围压的关系;3.通过对局部应力集中和裂纹类型的分析,探讨影响断裂过程的微观机制。方法：1.基于试验数据,开展离散元模拟参数校准,实现对岩石试样宏观力学参数的再现（表3和图4）;2.基于校准获得微观参数,并开展三种加载路径下预制裂缝岩石试样数值模拟试验,获得加载路径与围压对试样裂纹扩展的影响（图5～12）;3.通过分析试样加载过程的应力分布以及微裂纹类型的占比,获得预制裂缝试样裂纹扩展的微观机理（图13～16）。结论：1.预制裂缝岩石试样加载过程中,裂纹扩展路径与轨迹受围压与加载路径的共同作用,围压的增大降低了加载路径对裂纹扩展的影响。2.加载过程中,不同类型裂纹的产生主要与不同局部应力的集中有关;在轴向加载条件下,会出... 相似文献
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结合勘查技术与工程专业人才培养目标及学生自身特点,设计了一个地震岩石物理综合实验——压力、温度和流体对岩石速度的影响。将岩石放置在反应釜中,加载轴压和围压,并对岩石加热,测量岩石在高温高压状态下的纵波速度和横波速度。获得了岩石纵波速度和横波速度均随压力增加而增加,以及随温度增加而减小的变化规律,以及含水岩石纵波速度高于含气岩石,而横波速度低于含气岩石的特征。 相似文献
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在声发射试验系统上,进行了花岗岩声发射实验,获得了静载下花岗岩破坏的声发射规律。结果表明,在加载初期,出现了一定量的声发射信号,声发射计数最大达到2 000,这对应着岩石初始裂纹的闭合段;随着应力继续增大,声发射能量增大量较小,声发射计数逐步增大至峰值,这对应着岩石弹性段;岩石进入损伤阶段后,声发射能量迅速增大,在应力最高点附近,声发射能量达到峰值,而声发射计数却下降至较低值,这种低频大试件往往意味着结构的破坏。 相似文献
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Experiments of silt rock subjected to coupling loads were carried out on tailormade equipment. With a constant dynamic load, the behaviors of eight sets of siltite specimens were investigated with different axial static loads. The experimental results show that the modulus of the specimens under coupling loads increases at first and then decreases with the increase of axial static pressure. The failure model of the specimens also varies. Keeping the dynamic load constant, when the axial static pressure is low, the specimen breaks in two simply. With the increase of axial static pressure, the cone-shaped fragment appeares. When the axial static pressure reaches 90% of the static strength of rock, the specimen smashes into amount of small fragments. 相似文献
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ZHOU Zilong LI Xibing HONG Liang MA Chunde 《天津大学学报(英文版)》2006,12(B09):205-209
Experiments of silt rock subjected to coupling loads were carried out on tailormade equipment. With a constant dynamic load, the behaviors of eight sets of siltite specimens were investigated with different axial static loads. The experimental results show that the modulus of the specimens under coupling loads increases at first and then decreases with the increase of axial static pressure. The failure model of the specimens also varies. Keeping the dynamic load constant, when the axial static pressure is low, the specimen breaks in two simply. With the increase of axial static pressure, the cone-shaped fragment appeares. When the axial static pressure reaches 90% of the static strength of rock, the specimen smashes into amount of small fragments. 相似文献
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根据薄壳非线性动力学理论和拟壳法的思想,给出了扁球面网壳在动、静荷载协同作用下的非线性动力学控制方程.然后利用扁球面网壳的非线性动力学变分方程和协调方程,在夹紧固定的边界条件下,通过Galerkin作用得到一个含二次和三次的非线性动力学微分方程.用Floquet指数方法研究了系统的分岔问题,讨论了平衡点（奇点）邻域的稳定性问题.指出了系统在纯动态作用和在动静荷载协同作用下其平衡位置的变化情况. 相似文献
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To study the bending strength of mass concrete under dynamic loading, the pure bending zone of three-graded concrete beam is considered as a three-phase composite composed of matrix, aggregate and interface between them on meso-level. Dynamic constitutive model considering strain-rate strengthening effect and damage softening effect is adopted to describe the cocrete and meso-element's damage. The failure mechanisms of beam under impact loading, triagle wave load, dynamic load coupling with initial static loading were simulated by using displacement-controlled FEM. Furthermore, stress-strain curve of the specimens and their dynamic bending strength were obtained. The results obtained from numerical simulation agreed well with experimental data. 相似文献
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ZHANG Gang YU Lie XIE You-bai School of Electromechanical Engineering Automation Shanghai University Shanghai China Xian Jiaotong University Xian China 《上海大学学报(英文版)》2000,(Z1)
1 IntroductionThe great majority of docUments about magneticbearings dealt only with the characteristics when thejournal was concentric with the radial magnetic bearing inthe past, and few research involved the ones when thejournal was eccotic with the radial magnetic bearing.For example, the bulk of documents suPPosed thecomponents Fx and F. of magnetic force depended onlyon the cUrred in x and y direchons respeGtively, bac theair gap thickness and the curvatUre of suiface shape werenot co… 相似文献
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This paper is based on the example of a radial magnetic bearing possessed of eight-pole, and derives the calculation formulas of
static and dynamic mechanical characteristics of the bearing, in which the shape and curvature of surface, eccentricity and tilt of the journal
are taken into account. Variations of the static and dynamic characteristics of the radial magnetic bearing versus static tilt parameters of
journal are discussed. The outcomes show that the static tilt of the journal has influence on the mechanical characteristics of radial magnetic
bearing, and change the static load capacity between two radial magnetic bearings and exert coupling effect between them. To study the
dynamics of a practical rotor-magnetic bearing system, at least six stiffness coefficients in each radial magnetic bearing must be considered
in ideal case, and twelve stiffness coefficients must be considered in general case of tilting journal. Such a find can be used for the coupled
electromechanical dynamics analysis of rotor system equipped with magnetic bearings. 相似文献
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1 Ｉｎｔｒｏｄｕｃｔｉｏｎ Ｓｉｎｃｅ 1990 ,ａｎｉｍｐｏｒｔａｎｔｄｉｓｃｏｖｅｒｙｉｎｒｏｔｏｒ ｈｙｄｒｏ ｄｙｎａｍｉｃｂｅａｒｉｎｇｓｙｓｔｅｍｄｙｎａｍｉｃｓｉｓｔｈｅｃｏｕｐｌｅｄａｃ ｔｉｏｎｏｆｔｈｒｕｓｔｂｅａｒｉｎｇｕｐｏｎｔｈｅｌａｔｅｒａｌｖｉｂｒａｔｉｏｎｉｎａｒｏｔｏｒｓｙｓｔｅｍ .Ｉｎｔｈｅ ｐｉｏｎｅｅｒｉｎｇｒｅｓｅａｒｃｈｏｆＭｉｔｔｗｏｌｌｅｎｅｔａｌ .( 1990 ) [1] ,ａｓｅｒｉｅｓｏｆｒｏｔｏｒ ｄｙｎａｍ ｉｃｃｏｅｆｆｉｃｉｅｎｔｓｏｆｔｈｒｕｓｔｍａｇｎｅ… 相似文献
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五跨连续刚构桥承载力评定 总被引：1，自引：0，他引：1
为判断五跨连续刚构桥梁在试验荷载作用下的实际工作性能和承栽力,评价桥梁的施工质量,通过静载试验测定桥跨结构的静应变、静挠度等静力效应;通过动载试验测定桥跨结构的动应变、自振频率、冲击系数等动力性能,进而对桥梁结构的承载能力进行了综合评定。 相似文献
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对混凝土立方体试件施加竖向荷载,同步进行应力应变测量,结合实时法预估混凝土出现宏观裂纹的时间,运用损伤力学理论,给出一种预估混凝土试件工作寿命的试验方法. 相似文献