Bending of fluid‐saturated linear poroelastic beams with compressible constituents     

Zhi‐Hua Wang  Jean H. Prévost  Olivier Coussy 《国际地质力学数值与分析法杂志》2009,33(4):425-447

Analytical solutions are presented for fluid‐saturated linear poroelastic beams under pure bending. The stress‐free boundary condition at the lateral surfaces is satisfied in the St Venant's sense and the Beltrami–Michell compatibility conditions are resolved rigorously, rendering the flexure of the beams analytically tractable. Two sets of formulations are derived based on the coupled and uncoupled diffusion equations respectively. The analytical solutions are compared with three‐dimensional finite element simulations. Both sets of analytical formulations are capable of capturing exactly both the initial (undrained) and the steady‐state (fully drained) deflection of the beams. However, the analytical solutions are found to be deficient during the transient phase. The cause for the deficiency of the transient analytical solutions is discussed. The accuracy of the analytical solutions improves as Poisson's ratio and the compressibility of the constituents of the porous beam increase, where the St Venant's edge effect at the lateral surfaces is mitigated. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

预应力锚索抗滑桩工程效果的数值计算评价   总被引：2，自引：0，他引：2  

郑明新  蒋新龙  殷宗泽  吴继敏 《岩土力学》2007,28(7):1381-1386

针对目前桩土接触问题及滑坡治理后预应力锚索抗滑桩的受力效果进行评价研究成果还很少,结合现场勘查与工程设计,根据预应力锚索抗滑桩中桩土相互作用特征,引入接触单元并编制有限元程序进行计算。根据抗滑桩锚固段的受力分布、桩体弯矩、位移及预应力因素对预应力锚索抗滑桩抗滑效果进行评价,提出预应力锚索抗滑桩的最佳预应力值,对工程设计具有一定的指导意义。  相似文献   

弹性地基上水工结构各向异性Mindlin底板计算分析的无单元法（EFGM）     

曾祥勇  邓安福 《岩土力学》2006,27(Z2):96-100

无单元法（element free galerkin method）是一种基于滑动最小二乘法构造插值函数的无网格数值方法。以该方法中插值函数及其导函数为基础,从变分原理出发,建立了弹性地基上正交各向异性Mindlin板的无单元法求解控制方程,其中弹性地基采用Winkler地基模型。对该理论方法进行了相应的程序实现,最后通过算例分析表明了提出方法用于水工结构中弹性地基板问题分析的可行性和有效性。  相似文献   

散货船及油船垂向波浪载荷短期预报经验公式     

唐松  张火明  吴剑国  洪文渊  陈阳波 《海洋工程》2014,32(3):65-71

应用WALCS软件对6艘散货船及6艘油船进行了短期波浪载荷直接计算,依据计算结果分析了这两种船型在航速为0、迎浪、均匀满载及隔舱满载工况下的船舯垂向弯矩、L/4(L为船长)处垂向剪力、3L/4处垂向剪力的若干规律。根据这些规律,总结出了一套针对散货船及油船的垂向波浪载荷短期预报经验公式。依据此经验公式,在缺乏完备图纸资料的情况下,可以快速估计航行于海上的受损船舶的短期载荷情况,为评估其安全状态提供数值依据,为事故船东方做出安全可行的处理决策提供优质服务。  相似文献   

帕米尔构造结及邻区的晚新生代构造与现今变形   总被引：20，自引：7，他引：13       下载免费PDF全文

陈杰  李涛  李文巧  袁兆德 《地震地质》2011,33(2):241-259

帕米尔构造结是中国大陆受板块动力作用和地震活动最强烈的地区之一.晚新生代帕米尔构造结北部向北楔入推移了约300km,但对这一变形过程至今未能很好的限定.帕米尔构造结的晚新生代构造变形在空间上是不对称的.帕米尔西缘表现为NW向的径向逆冲,伴随着塔吉克盆地东部块体绕垂直轴的逆时针旋转.在帕米尔东部,构造变形的方式、空间分布...  相似文献   

水钠锰矿吸附Pb2+亚结构变化的红外光谱研究   总被引：1，自引：0，他引：1  

赵巍  刘凡  冯雄汉  谭文峰  邱国红  陈秀华 《地球化学》2011,40(1):99-107

利用红外光谱表征了吸附Pb2+前后的不同锰氧化度的水钠锰矿,结合二次求导退卷积方法确定实际的红外吸收带中心,分析了水钠锰矿红外吸收带的归属.结果表明,供试样品的899～920 cm-1红外吸收带源于八面体空穴处OH的弯曲振动,随着水钠锰矿锰氧化度的降低,空穴处与OH配位的Mn4+被Mn3+替代的数量增多,OH弯曲振动频...  相似文献   

盾构隧道纵向等效弯曲刚度的简化计算模型及影响因素分析   总被引：3，自引：0，他引：3  

钟小春  张金荣  秦建设  朱伟 《岩土力学》2011,32(1):132-136

盾构法隧道在国内的应用越来越广泛,早期建造的盾构隧道在工后沉降较大时出现较大的纵向变形问题,考虑隧道结构特征的设计模型及其刚度计算逐渐得到重视。在考虑管片螺栓等结构特征基础上,建立可考虑环缝张开的三维纵向结构计算模型。研究结果表明,与管片环接缝相关的影响因素,如螺栓的数量、螺栓的预紧力以及管片环宽度对纵向弯曲刚度有效率影响较大,随着纵向螺栓数量和管片环宽度的增加而线性增加,随着螺栓预紧力的增加而非线性快速增加,而管片环的横向弯曲刚度有效率影响较小。研究成果为盾构隧道纵向设计提供了关键参数。  相似文献   

反倾层状岩质边坡倾倒破坏力学模型     

张以晨  佴磊  沈世伟  王洁玉 《吉林大学学报(地球科学版)》2011,(Z1):207-213

在地质调查基础上,将反倾边坡的各岩块概化为受自重弯矩及外力作用的悬臂梁,利用弯曲-拉裂模型研究其破坏模式。通过力学分析,建立了反倾层状岩质边坡各条块的力学模型。基于最大拉应力理论,给出条块倾倒失稳判据,以此判定边坡的稳定性,并定量分析了反倾边坡倾倒破坏的影响因素。结果表明:反倾边坡倾倒破坏发生在每个条块的上边界处,条块所受拉应力大小与其容重呈线性关系,与高度呈二次幂函数关系,与其宽度呈-1次幂函数关系,即板梁容重越大、高度越大、宽度越小,其倾倒破坏越明显。而当条块底面倾角满足一定条件时,才会发生倾倒破坏,其范围边界值与条块的高度和宽度有关。  相似文献   

The transfer matrix method applied to steel sheet pile walls     

D. A. Kort 《国际地质力学数值与分析法杂志》2003,27(6):453-472

This paper proposes two subgrade reaction models for the analysis of steel sheet pile walls based on the transfer matrix method. In the first model a plastic hinge is generated when the maximum moment in the retaining structure is exceeded. The second model deals with a beam with an asymmetrical cross‐section that can bend in two directions. In the first part of this paper the transfer matrix method is explained on the basis of a simple example. Further the development of two computer models is described: Plaswall and Skewwall. The second part of this paper deals with an application of both models. In the application of Plaswall the effect of four current earth pressure theories to the subgrade reaction method is compared to a finite element calculation. It is shown that the earth pressure theory is of major importance on the calculation result of a sheet pile wall both with and without a plastic hinge. In the application of Skewwall the effectiveness of structural measures to reduce oblique bending is investigated. The results are compared to a 3D finite element calculation. It is shown that with simple structural measures the loss of structural resistance due to oblique bending can be reduced. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Palaeomagnetic and structural constraints on 90° anticlockwise rotation in SW Mongolia during the Permo–Triassic: Implications for Altaid oroclinal bending. Preliminary palaeomagnetic results     

《Journal of Asian Earth Sciences》2014

New and published paleomagnetic measurements from Trans Altai and South Gobi zones in south Mongolia document large tectonic motions in between Late Carboniferous and Triassic. Magnetic inclinations confirm equatorial position of south Mongolian terranes in Late Carboniferous–Permian times. The evolution of magnetic declinations indicates 90° anticlockwise rotation in between latest Carboniferous and Early Triassic of all studied tectonic units around the Eulerian pole located close to axis of Mongolian orocline. The anticlockwise rotation continues in Triassic being accompanied by a major drift to the north. The structural and published geochronological data suggest Carboniferous E–W shortening of the whole region resulting in N–S trend of all continental and oceanic geological units followed by orthogonal N–S shortening during Late Permian to Early Jurassic. Both paleomagnetic and geological data converge in a tectonic model of oroclinal bending of Mongolian ribbon continent, westerly back arc oceanic domain and Mongol–Okhotsk subduction zone to the east. The oroclinal bending model is consistent with the coincidence of the Eulerian pole of rotation with the structural axis of Mongolian orocline. In addition, the Mesozoic collisional tectonics is reflected by late remagnetizations due to formation of wide deformation fronts and hydrothermal activity.  相似文献