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101.
This paper presents a numerical study of thermal shock weakening of granite rock under dynamic loading. A fully 3D numerical scheme based on a combined continuum viscodamage-embedded discontinuity model and an explicit scheme to solve the underlying thermomechanical problem was developed and validated through numerical examples. First, the dynamic Brazilian disc test is simulated on intact numerical rock. Then, thermal shock-induced cracking due to a moving external heat flux boundary condition, mimicking experiments based on plasma jet treatment, is numerically predicted. Finally, numerical Brazilian disc test is conducted on the thermal shocked numerical samples. The predicted and experimental weakening effects are in good agreement demonstrating that the present modeling approach has good predictive capabilities. The practical significance of the results is that heat shock pretreatment can substantially enhance rock gravel and rubble crushing. 相似文献
102.
四川盆地东北部飞仙关组高效气藏形成机理 总被引:50,自引:0,他引:50
最近10年,四川盆地东北地区发现了一批飞仙关组鲡滩高效气藏。本文通过对大量实验测试数据的分析整理以及成藏过程的模拟研究,提出了高效气藏形成机理。指出古油藏及分散液态烃在燕山中期快速升温条件下,形成高效气源灶,为高效气藏的形成提供了丰富的气源;优质鲡粒白云岩储集层经历6个阶段的演化历史,受控于沉积相带、烃类充注、深埋藏条件下强烈溶蚀以及多期断层活动;二叠系烃源岩与飞仙关组储集层存在强大的剩余压力差,为油气沿断层发生优势输导提供强大动力;燕山晚期-喜马拉雅期的构造作用,使得气藏发生调整与改造。 相似文献
103.
应力腐蚀开裂的一种概率竞争机制 总被引:1,自引:1,他引:0
1998年1月,采用极化曲线,慢应变速率及扫描电镜等试验技术,研究了奥氏体不锈钢的应力腐蚀开裂。结果表明,奥氏体不锈钢在酸性氯离子溶液中处于活性阳极溶解状态,但去发生应力腐蚀开裂,其断口形貌具有解理特征。这种SCC无法用钝化膜破裂一再钝化理论和氢脆理论解释。本文以阳极溶解和表变的相互作用,激光散斑干涉术对裂纹尖端应变行为的测量,断口形貌观察等实验结果为基础,结合韧性和脆性断裂概率竞争的观点,提出了 相似文献
104.
《地震工程与结构动力学》2018,47(6):1544-1565
This study evaluates capabilities of the VecTor4 computer program to assess the seismic performance of a concrete containment structure subjected to both design‐basis and beyond design‐basis earthquakes. Based on a detailed nonlinear finite element model of the nuclear power plant containment structure, the seismic performance in terms of stress and strain distributions, cracks, yielding of reinforcement bars and tendons, as well as overall failure mechanism, is thoroughly reviewed. In addition, the post‐seismic performance of the containment structure subjected to a subsequent pressure increase is also investigated. Consideration is also given to the time‐dependent parameters of creep, shrinkage, and relaxation of prestressing tendons. It is found that the time‐dependent parameters and earthquake have a non‐negligible impact on pressure‐induced structural performance but that this impact can be predicted for a given earthquake. The proposed method is useful for assessing the progressive failure behaviour of containment structure under chain events. 相似文献
105.
为了解决传统建筑墙体装饰抗震裂设计方法中存在稳定性较差、强度折减系数较低的问题,提出了一种基于振动法的建筑墙体装饰抗震裂综合设计方法。分析建筑墙体结构,构建面向数据提取的建筑墙体结构对象模型,根据建筑墙体装饰抗震裂设防的具体要求,以建筑底部框架抗震墙结构为基础,制定出墙体装饰抗震加固设计基本方法。结合具体施工方法,综合考虑了底部框架抗震墙结构的刚度、强度以及延性的影响,实现了建筑墙体装饰的抗震裂设计。实验结果显示,该方法的稳定性比传统方法提高2%,且在不同密度条件下,最大应力和强度折减系数均远大于对比方法,充分说明了加固后能够保证建筑墙体装饰具有较好的抗震裂能力。 相似文献
106.
长320 km横跨鲁西地区的聊城-连云港宽角反射地震剖面揭示了鲁西地区的地壳结构,上地壳为二层结构,总厚18~20 km,速度5.4~6.2 km/s;下地壳也分为二层结构,总厚度13~15 km,速度6.4~6.7 km/s.Moho深度33~35 km.Pn 速度为7.9 km/s.地壳速度分布在横向上有较大变化,且平均速度为6.2~6.5 km/s,较正常值偏高.研究结果发现地壳内有两个近直立的高速体.从下地壳延伸到上地壳并直达沉积盆地的底部.可能是幔源岩浆大量侵入地壳,使得地壳的局部平均速度增高.近直立的高速体可能是幔源岩桨上涌的通道.鲁西地壳结构的研究对于探讨古地台的裂解与沉陷机制具有一定的意义. 相似文献
107.
塔里木盆地塔中地区奥陶系构造-沉积模式与碳酸盐岩裂缝储层预测 总被引:25,自引:1,他引:24
奥陶系碳酸盐岩是塔中地区油气勘探的重要目的层。本文在讨论塔中地区奥陶纪区域构造背景和奥陶系岩性段划分的基础上,建立了塔中地区奥陶系构造 -沉积模式,并用三维有限元数值模拟方法对塔中地区有利碳酸盐岩裂缝储层发育区进行了预测,以期指导塔中地区碳酸盐岩的油气勘探。 相似文献
108.
渤海湾盆地渤中坳陷储层超压特征与成因机制 总被引:1,自引:0,他引:1
对储层超压的分析, 有助于理解渤中坳陷油气晚期快速成藏机理.利用RFT实测储层压力资料分析了渤中坳陷储层超压的特征和成因.渤中坳陷存在3套储层超压系统: 浅层明化镇组-馆陶组储层超压系统、中层东营组-沙河街组-孔店组储层超压系统、基底(中生界及以下地层) 储层超压系统.渤中坳陷的储层超压可能主要是由3种机制综合引起的, 即不均衡压实作用、超压传递作用和裂解气的生成作用.少量保存的传递超压是深部超压流体注入的“化石”, 它是超压背景下油气快速充注成藏的结果. 相似文献
109.
Nathan Benkemoun Hayder Al Khazraji Philippe Poullain Marta Choinska Abdelhafid Khelidj 《国际地质力学数值与分析法杂志》2018,42(3):449-468
In this paper, mesoscale hydromechanical simulations are performed to study (1) fracture features and (2) crack‐gas permeability coupling evolution in the context of the tensile splitting test. The mesostructure is based on a 2‐phase 3‐D representation of heterogeneous materials, such as concrete, where stiff aggregates are embedded into a mortar matrix. To take into account these heterogeneities without any mesh adaptation, a weak discontinuity is introduced into the strain field. In addition, a strong discontinuity is also added to take into account microcracking. This mechanical model is cast into the framework of the enhanced finite element method. Concerning the coupling with gas permeability, a double‐porosity method is used to simulate the flow through the cracks and the porosity. The apparent gas permeability is afterwards evaluated by a homogenization method. On the basis of finite element simulations, influence of aggregate size on ultimate crack opening, macroscopic ultimate tensile stress, total dissipated energy, and gas permeability evolution is numerically investigated. Furthermore, gas permeability evolution is also compared with experimental results from the literature. In addition, in the spirit of a sequential multiscale approach, macroscale gas permeability equations are identified from the hydromechanical results coming from the mesoscale computations. These equations lead to a relation between macroscale gas permeability evolution and crack opening. Besides, we show how the aggregate size influences the percolation threshold and that after this threshold, a cubic relation between macroscale gas permeability and crack opening is obtained. 相似文献
110.
A simple three-dimensional heat transfer model is developed to consider the hindering effect of cracks on heat transfer. The 3D heat transfer model can also be applied to numerical methods such as the combined finite-discrete element method (FDEM), discrete element method (DEM), discontinuous deformation analysis (DDA), the numerical manifold method (NMM), and the finite element method (FEM) to construct thermo-mechanical coupling models that allow these methods to solve thermal cracking problems and dynamically consider the hindering effect of cracks on heat transfer. In the 3D heat transfer model, the continuous-discontinuous medium is discretized into independent tetrahedral elements, and joint elements are inserted between adjacent tetrahedral elements. Heat transfer calculations for continuous-discontinuous media are converted to heat conduction in tetrahedral elements and the heat exchange between the adjacent tetrahedral elements through the joint element. If the joint element between adjacent tetrahedral elements breaks (ie, a crack generates), the heat exchange coefficient of the joint element is reduced to account for the hindering effect of cracks on heat conduction. Then the model and the FDEM are combined to build a thermo-mechanical coupling model to simulate thermal cracking. The thermally induced deformation, stress, and cracking are investigated by the thermo-mechanical coupling model, and the numerical results are compared with analytical solutions or experimental results. The 3D heat transfer model and thermo-mechanical model can provide a powerful tool for simulating heat transfer and thermal cracking in a continuous-discontinuous medium. 相似文献