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101.
In quasi‐brittle material the complex process of decohesion between particles in microcracks and localization of the displacement field into macrocracks is limited to a narrow fracture zone, and it is often modelled with cohesive crack models. Since the anisotropic nature of the decohesion process in separation and sliding is essential, it is particularly focused in this paper. Moreover, for cyclic and dynamic loading the unloading, load reversal (including crack closure) and rate dependency are essential features that are included in a new model. The modelling of degradation is based on a ‘localized’ version of anisotropic continuum damage coupled to inelasticity. The concept of strain energy equivalence between the states in the effective and nominal settings is adopted in order to define the free energy of the interface. The proposed fracture criterion is of the Mohr type, with a smooth transition of the failure and kinematics (slip and dilatation) characteristics between tension and shear. The chosen potential, of the Lemaitre‐type, for evolution of the dissipative processes is additively decomposed into plastic and damage parts, and non‐associative constitutive equations are obtained. The constitutive equations are integrated by applying the backward Euler rule and by using Newton iteration. The proposed model is assessed analytically and numerically and a typical calibration procedure for concrete is proposed. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
102.
《水文科学杂志》2013,58(2)
Abstract Abstract Land development often results in adverse environmental impact for surface and subsurface water systems. For areas close to the coast, land changes may also result in seawater intrusion into coastal aquifers. Due to this, it is important to evaluate potential adverse effects in advance of any land development. For evaluation purposes a combined groundwater recharge model is proposed with a quasi three-dimensional unconfined groundwater flow equation. The catchment water balance for a planned new campus area of Kyushu University in southern Japan, was selected as a case study to test the model approach. Since most of the study area is covered with forest, the proposed groundwater recharge model considers rainfall interception by forest canopy. The results show that simulated groundwater and surface runoff agree well with observations. It is also shown that actual evapotranspiration, including rainfall interception by forest canopy, is well represented in the proposed simulation model. Several hydrological components such as direct surface runoff rate, groundwater spring flow rate to a ground depression, trans-basin groundwater flow etc., were also investigated. 相似文献
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104.
与2008年5月12日汶川MS8.0地震时记录到的大量压应变异常信号不同,2013年4月芦山MS7.0地震前后姑咱地震台钻孔应变仪记录到的却是显著张应变异常,特别是临震前几日信号大幅度突升,而该时段恰巧台站大门前进行修路施工,这究竟是地球物理异常还是干扰,一直有很大争议。研究发现,这些异常信号在时间上具有高度的准同步性,即都发生在白天8:00—10:00或7:30—17:00之间,这正是工人的上班时间,而自然力产生的异常应具有随机性特征,不应有较强规律性;其次,临震前的异常振幅比芦山地震本身产生的振幅还大2倍,将其视为地球物理异常也有违常理。又结合腾冲地震台钻孔应变观测干扰实例进行分析,认为尚不能排除该张应变异常为施工干扰的可能性。 相似文献
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106.
利用一个由表面摩擦和辐射线弛强迫驱动的斜压准地转两层模式作数值试验,来研究斜压大气中的亚临界不稳定现象。试验结果表明,当无量纲量β≥0.25时,斜压两层大气中能够发生亚临界不稳定现象。亚临界不稳定现象的发生与初始扰动的选择有关。科氏参数的经向梯度的大小又是影响斜压稳定性强度的一个重要因素,其值越大,斜压稳定性强度越小。 相似文献
107.
AhmedAbdAlazizIbrahim TagwaAhmedMusa 《中国地质大学学报(英文版)》2004,15(4):425-433
The deviation control of directional drilling is essentially the controlling of two angles of the wellbore actually drilled, namely, the inclination and azimuth. In directional drilling the bit trajectory never coincides exactly with the planned path, which is usually a plane curve with straight, building, holding, and dropping sections in succession. The drilling direction is of course dependant on the direction of the resultant forces acting on the bit and it is quite a tough job to hit the optimum target at the hole bottom as required. The traditional passive methods for correcting the drilling path have not met the demand to improve the techniques of deviation control. A method for combining wellbore surveys to obtain a composite, more accurate well position relies on accepting the position of the well from the most accurate survey instrument used in a given section of the wellbore. The error in each position measurement is the sum of many independent root sources of error effects. The relationship between surveys and other influential factors is considered, along with an analysis of different points of view. The collaborative work describes, establishes a common starting point of wellbore position uncertainty model, definition of what constitutes an error model, mathematics of position uncertainty calculation and an error model for basic directional service. 相似文献
108.
赵永安 《地震学报(英文版)》1996,9(3):471-484
Thequasi┐staticsolutionsoftwokindsofthethermo┐elasticproblemandthetimespacedistributionfeatureoftheseismicprecursorfieldsYON... 相似文献
109.
在这篇文章中,分析了一个具有井眼的非均匀介质中似稳电流场的边值问题。采用了三维有限元的直接解法求解三维似稳电流场;给出了微侧向测井仪器的电极表面电流分布、假几何因子以及8英寸井眼的泥饼校正曲线;求出了在具有倾斜地层条件下,微侧向测井仪器对界面的响应。数值结果与发表的文献非常吻合,从而证明了这种方法的正确性。因此,它为新的仪器研制和微侧向测井解释提供了可靠的数据和理论依据。 相似文献
110.
似大地水准面的精化与高程异常的求解是同一个概念,为提高似大地水准面精化的精度,采用格网+神经网络方法,借助神经网络BP方法,建立高程异常与坐标之间的函数关系;用训练好的神经网络模型和固定间隔的格网,建立格网模型;在已建好的格网模型中,内插出给定点的高程异常值。结合江苏省C级GPS水准网进行试验,拟合效果有明显的改进,克服了目前研究中存在的问题。 相似文献