低速冲击下高强钢绞线网-高性能砂浆加固钢筋混凝土梁试验研究     

张伟  ;廖维张  ;田志敏 《地震学刊》2014,(3):359-364

研究了高强钢绞线网-高性能砂浆加固钢筋混凝土梁的抗低速冲击性能,利用落锤冲击试验法对4根简支钢筋混凝土梁进行对比试验研究,其中1根为普通梁,3根为加固梁,通过分析加固前后梁的破坏形态,结合挠度变化、钢筋的应变以及加速度的时程曲线,对比得到了钢筋混凝土梁加固后的抗冲击性能。研究结果表明：加固后钢筋混凝土梁的抗冲击能力显著提高,钢绞线和砂浆作为外加层,不仅增加了梁的抗弯剪能力和刚度,提高了结构的耗能能力,而且限制了裂缝的发展,使梁的整体性和延性更好;在相同冲击作用下,钢绞线直径的增加能适当提高结构的抗冲击性能。  相似文献   

组合式面板双绞合六边形钢丝网加筋土挡墙现场试验研究     

刘泽  黄向京  杨果林 《岩土力学》2011,32(11):3295-3300

为研究双绞合六边形钢丝网加筋土挡墙的受力、变形特性,对潭衡（湘潭－衡阳）西线高速公路K124+340断面组合式面板双绞合六边形钢丝网加筋土挡墙进行了现场试验,测试了竖向土压力、水平土压力、筋材拉应变分布规律和格宾箱变形规律。结果表明：在筋材长度方向上,竖向土压力在挡墙下部呈双峰型分布,而在上部呈单峰形分布;墙背水平土压力沿墙高呈非线性分布,最大值发生在墙高约1.5 m处,实测水平土压力小于主动压力;筋材应变在筋长方向上呈非线性分布,各层筋材的应变分布模式不相同;筋材的变形主要发生在施工期,格宾箱的变形呈鼓胀式  相似文献   

基于GIS的二维非结构化剖分网格优化   总被引：2，自引：1，他引：1  

赵晓东  王海龙  沈永明 《地理与地理信息科学》2010,26(2)

非结构化网格剖分是数值模拟的关键技术之一,网格质量直接影响到计算的收敛性和精确度。在GIS辅助建立非结构化网格空间拓扑关系的基础上,针对GIS和实际研究问题给出Spring-Laplace方法——一种新的单元尺度函数定义,在GIS空间算法下利用该方法优化节点位置,并基于推进阵面算法的思想,结合空间邻近拓扑关系实现了三角剖分节点和网格的重新编号算法,方便了开边界条件的赋值,提高了计算效率。实例表明,该方法大大提高了网格生成质量,能适应FVCOM数值模型对非结构化网格剖分的要求,其收敛速度快,具有较高的运算效率。  相似文献   

Poynting and polarization vectors based wavefield decomposition and their application on elastic reverse time migration in 2D transversely isotropic media     

Yongming Lu  Qiancheng Liu  Jianfeng Zhang  Kai Yang  Hui Sun 《Geophysical Prospecting》2019,67(5):1296-1311

With the progress in computational power and seismic acquisition, elastic reverse time migration is becoming increasingly feasible and helpful in characterizing the physical properties of subsurface structures. To achieve high-resolution seismic imaging using elastic reverse time migration, it is necessary to separate the compressional (P-wave) and shear (S-wave) waves for both isotropic and anisotropic media. In elastic isotropic media, the conventional method for wave-mode separation is to use the divergence and curl operators. However, in anisotropic media, the polarization direction of P waves is not exactly parallel to the direction of wave propagation. Also, the polarization direction of S-waves is not totally perpendicular to the direction of wave propagation. For this reason, the conventional divergence and curl operators show poor performance in anisotropic media. Moreover, conventional methods only perform well in the space domain of regular grids, and they are not suitable for elastic numerical simulation algorithms based on non-regular grids. Besides, these methods distort the original wavefield by taking spatial derivatives. In this case, a new anisotropic wave-mode separation scheme is developed using Poynting vectors. This scheme can be performed in the angle domain by constructing the relationship between group and polarization angles of different wave modes. Also, it is performed pointwise, independent of adjacent space points, suitable for parallel computing. Moreover, there is no need to correct the changes in phase and amplitude caused by the derivative operators. By using this scheme, the anisotropic elastic reverse time migration is more efficiently performed on the unstructured mesh. The effectiveness of our scheme is verified by several numerical examples.  相似文献   

Numerical investigation of the immersion ratio effects on ventilation phenomenon and also the performance of a surface piercing propeller     

《Applied Ocean Research》2019

Surface Piercing Propellers (SPP) show high efficiency at high advance speeds. Regarding operational conditions, this kind of propellers generate an air layer when entering the water due to the rotation of the propeller; this phenomenon is called ventilation. The ventilation phenomenon divided into some mechanism with respect to air cavity length on the propeller surface; among them are partially ventilation mechanism and fully ventilation mechanism which has great importance. In this study, using numerical simulation, we have investigated ventilation patterns and also the performance of a five-blade SPP propeller (SPP 5.74) at immersion ratio of 33, 40, 50and 70% respectively. We used Sliding Mesh Technique for modeling. Also, we applied the volume of fluid method to simulate the open surface pattern. To validate numerical results, the four-blade propeller, 841-B was simulated, and then the results of thrust and torque coefficients compared with Olofsson experimental results and validated accordingly. The findings indicate that the maximum value for thrust and torque coefficient would occur at immersion ratio of 70% and the maximum propeller efficiency occurs at immersion ratio of 33% and advance coefficient of 1.1; Moreover, the critical advance coefficient (at the partially and the fully ventilation boundary) increases by a reduction in immersion ratio, so that critical advance coefficients are 0.6 and 0.76, respectively at immersion ratios of 70 and 33%. Meanwhile, as advance coefficient increases, length of ventilation zone will decrease, and consequently the propeller will be laid on partial ventilation zone.  相似文献   

利用车载LiDAR点云数据提取城市道路规则多边形   总被引：2，自引：2，他引：0  

谢宏全  梅雪琴  蔡东健  王亚娜  刘付程 《测绘通报》2020,(3):87-90

随着自动驾驶高精地图的发展，准确高效地提取道路规则多边形成为必要。本文以苏州市某城市快速路为研究对象，通过使用徕卡车载激光移动测量系统获得城市道路点云数据，观察了解车载点云数据各类属性信息，根据观察结果组合利用点云数据高差、点云灰度差值、点云强度差值，在此基础上再利用网格密度法实现道路规则多边形的提取，然后通过对目标的矢量化得到三维矢量规则多边形。最后对提取的矢量化结果进行精度评定。试验结果表明：该方法在提取道路规则多边形方面能得到较好的结果且能满足高精地图需求。  相似文献   

Structural softening,mesh dependence,and regularisation in non-associated plastic flow     

Sepideh Alizadeh Sabet  René de Borst 《国际地质力学数值与分析法杂志》2019,43(13):2170-2183

A severe dependence of numerical simulations on the mesh density is usually attributed to the presence of strain softening in the constitutive relation. However, other material instabilities, like non-associated plastic flow, can also cause mesh sensitivity. Indeed, loss of ellipticity in quasi-static analyses is the fundamental cause of the observed mesh dependence. It has been known since long that non-associated plastic flow can cause loss of ellipticity, but the consequence for mesh sensitivity, and subsequently, for the difficulty of the equilibrium-finding iterative procedure to converge have remained largely unnoticed. We first demonstrate at the hand of a biaxial test structural softening and a marked mesh dependence for an ideally plastic material equipped with a non-associated flow rule. The phenomena are then analysed in depth using an infinitely long shear layer. Finally, it is shown that the mesh effect disappears when the standard continuum model is replaced by a Cosserat continuum, a well-known regularisation method for strain-softening constitutive relations.  相似文献   

矿山高陡岩质边坡治理应用研究     

吴祖成  郭山峰  何伟民 《岩土工程技术》2021,(1)

以栾川县煤窑沟石煤矿矿山地质环境恢复治理项目为例,采用锚网喷护加钻孔竹筒置土工程及滴灌技术等措施进行综合治理,一方面可以避免岩质高陡边坡传统的“大开挖”方式引发边坡地质灾害,便于后续分台阶绿化同时不对治理区山体造成更大程度的破坏,减少了工程施工中产生的大量弃方;另一方面,采用钻孔竹筒置土和滴灌技术,改善了高陡岩质边坡治理绿化效果并基本解决了工程养护难题。该工程治理技术在河南省类似矿山地质环境治理中有一定的参考价值。  相似文献   

Modeling blocky nonlinear mechanics behavior on plasticity and progressive fractures with the enriched mesh free DDA method     

Y.Z. Ma  H. Zheng  R.T. Zhang  Z.X. Ding  K.J. Cai 《Geomechanics and Geoengineering》2014,9(2):160-171

This study explores a new form of Discontinuous Deformation Analysis (DDA) method, which uses mesh free displacement functions instead of linear polynomial ones adopted in the original DDA, hence it can effectively describe complex block displacements and deformations. Moreover, the capability of describing a block’s nonlinear mechanical behaviors, i.e., plasticity and fracture, are developed under classical fracture and increment plasticity mechanics theories. With consideration of computation efficiency and convenience, the Sibson natural neighbor interpolation technique for block plasticity analysis and the enriched Moving Least-Squares (MLS) approximation for block fracture analysis are employed, respectively. Numerical results show the applicability of the proposed mesh free DDA method.  相似文献   

Three‐dimensional simulations of tensile cracks in geomaterials by coupling meshless and finite element method          下载免费PDF全文

Chong Peng  Wei Wu  Bingyin Zhang 《国际地质力学数值与分析法杂志》2015,39(2):135-154

Failure in geotechnical engineering is often related to tension‐induced cracking in geomaterials. In this paper, a coupled meshless method and FEM is developed to analyze the problem of three‐dimensional cracking. The radial point interpolation method (RPIM) is used to model cracks in the smeared crack framework with an isotropic damage model. The identification of the meshless region is based on the stress state computed by FEM, and the adaptive coupling of RPIM and FEM is achieved by a direct algorithm. Mesh‐bias dependency, which poses difficulties in FEM‐based cracking simulations, is circumvented by a crack tracking algorithm. The performance of our scheme is demonstrated by two numerical examples, that is, the four‐point bending test on concrete beam and the surface cracks caused by tunnel excavation. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献