Seismic plastic deformation in the free-field     

Chaojie Huang  Kenneth L. Fishman  Rowland Richards 《国际地质力学数值与分析法杂志》1999,23(1):45-60

An analytical solution for the free-field seismic elastoplastic deformation of granular dry soil is developed. This solution is possible since the stress field solution from pseudostatic analysis is known at any acceleration level. A plastic potential function with two plastic material parameters is suggested to model the soil. This model can describe both the volume dilation and contraction of soil under shearing. Closed-form deformation solutions are derived for two special cases and the results from a numerical evaluation of the solution are compared with those measured from shaking table tests. From the deformation solution the shape of the horizontal plastic displacement distribution with depth is identical to that for the elastic deformation since both depend only on the distribution of the elastic shear modulus. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

A lattice type model for particulate media     

Muniram Budhu  S. Ramakrishnan  George Frantziskonis 《国际地质力学数值与分析法杂志》1999,23(7):647-671

In this paper, a lattice-type model to simulate the micro-mechanical behaviour of particulate/granular media is presented. In this numerical model, a particulate assembly is simulated as a lattice/truss. Nodes located at contacts between a particle and its neighbours are linked by bars to each other. Each particle is represented by a lattice within its microstructure and particle interact through load transfer at the nodes. Constraints are prescribed at the nodes to describe active, deactivated and reactivated contacts. When a particulate assembly develops into a mechanism (deformation with zero incremental load), further deformation is simulated through a framework that describes the kinematics of the particles (sliding, rolling and rotation of particles). This framework is formed by introducing nodes at the particle centroids and linking them with bars. Bars-linking particles with a non-sliding contact are assigned large stiffnesses relative to bars linking particles with a sliding contact. Numerical tests are conducted on two-dimensional assemblies of disks, arranged as very loose and very dense packing under simple shear loading conditions. The results concord with the results of numerical tests conducted using the discrete element method and with photoelastic experiments. Additionally, the model is applied to study the effects of initial imperfections caused by particles with low elastic modulus. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Micromechanics model for elastic stiffness of non-spherical granular assembly     

J.-J. Dong  Y.-W. Pan 《国际地质力学数值与分析法杂志》1999,23(11):1075-1100

  相似文献   

中国东部近海现代沉积环境   总被引：2，自引：0，他引：2  

段晓勇  印萍  刘金庆  曹珂  高飞  陈小英 《海洋地质与第四纪地质》2019,39(2):14-20

东海近岸海域岛屿、入海河流众多,大量陆源物质随沿岸流自长江口向东迁移,是海陆相互作用最为强烈的区域之一。对2016和2017年夏季采集的570个东海近岸表层沉积物样品进行了沉积物物理化学性质、粒度特征、有机质含量等测试分析。结果表明,这些特征参数明显受区域沉积环境的控制。杭州湾区域沉积物偏弱碱性,氧化还原电位(Eh)<0,有机质含量北部偏高,沉积物组成以黏土质粉砂为主,抗剪强度较低(普遍<0.5kpa),各指标无明显分布规律,相关性较强。浙江东部沿海区域沉积物近中性至弱酸性,Eh较高(>0),Eh与pH自陆向海降低,象山港、乐清湾海域有机质含量较高;舟山至台州海域以粉砂为主,台州以南分布斑块状泥质区,抗剪强度比杭州湾区域偏高,各指标无明显相关性。整体来看,杭州湾与浙江东部沿海属于两个完全不同的沉积环境体系,主要是因杭州湾物质来源较为稳定,区域水动力较强,导致沉积物分布相对均一;而浙江东部海域河流、岛屿较多,各个区域物质来源和水动力环境都存在较大差异。  相似文献   

近断层地震动下摇摆-自复位桥墩连续梁地震反应          下载免费PDF全文

(葛超洋  孙治国  付建宇  王东升) 《世界地震工程》2023,39(2):113-124

为讨论近断层地震动下摇摆-自复位(Rocking Self-Centering, RSC)桥墩连续梁的地震反应及其抗震优缺点。基于OpenSees有限元分析平台讨论了RSC桥墩三维建模方法,通过对6个试验构件的模拟,比较模拟与试验桥墩滞回曲线、预应力筋最大应力等指标,验证了模型准确性。建立设置RSC桥墩和普通钢筋混凝土(Reinforced Concrete, RC)桥墩的上部结构相同的两座连续梁桥,输入3组含有强速度脉冲的近断层地震波进行非线性动力时程分析,对比其抗震性能。结果表明：在0.4 g近断层地震动下,RSC桥墩与普通RC桥墩相比,RSC桥墩的最大位移角为普通RC桥墩的78.1%～97.6%,墩底曲率延性系数仅为普通RC桥墩的24.0%～34.0%,减小了桥墩的最大变形,也减轻了桥墩地震损伤,不利的一点是使用RSC桥墩会导致支座位移增大。RSC桥墩震后的残余位移较小,且预应力筋处于弹性受力阶段,为实现震后桥梁功能的快速恢复提供了条件。  相似文献   

构造柱和砌筑砂浆对砌体结构抗震能力影响分析     

王骁  孙柏涛  闫培雷  赵河先 《震灾防御技术》2019,14(3):501-512

以汶川地震宏观震中映秀镇(实际烈度Ⅺ度)中裂而未倒且保存较完好的漩口中学南西栋教师宿舍楼为原型,采用有限元软件ABAQUS进行建模分析,研究构造柱布置数量、砂浆强度对砌体结构抗震能力的影响。分别通过改变构造柱布置数量和砂浆强度等级,建立3个模型进行对比分析,选取底层间位移角最大值作为衡量标准。研究结果表明:在遭遇烈度不高于Ⅷ度的地震时,构造柱的作用微乎其微,其布置数量的多少对砌体结构抗震能力的增加效果不明显;在遭遇烈度高于Ⅷ度的地震时,构造柱作用能够显现出来,其布置数量的增加能够有效增加砌体结构的抗震能力;砌体结构的抗震性能随砂浆强度等级的增加而提高。  相似文献   

方钢管混凝土柱-不等高钢梁框架节点抗剪承载力分析          下载免费PDF全文

许成祥  费建宝  简齐安  彭胜 《世界地震工程》2020,(4):053-61

为研究方钢管混凝土柱-H型不等高钢梁框架节点的抗剪承载力,分析其破坏机理,建立适用于不等高钢梁节点的抗剪计算模型,提出了节点的抗剪承载力计算公式,比较了基于不同抗剪模型建立的抗剪承载力计算值与试验值的差异性。结果表明:节点域的破坏模式主要为上核心区的剪切斜压破坏;节点域抗剪承载力主要由钢管腹板、核心区混凝土主斜压杆及约束斜压杆共同承担。对比分析表明:提出的节点屈服抗剪承载力和极限抗剪承载力理论公式计算值更为接近试验值,验证了方钢管混凝土柱-不等高钢梁框架节点传力机理和承载力计算公式的正确性。  相似文献   

The Weathering of Granodiorite Porphyry in the Thiel Mountains, Inland Antarctica   总被引：2，自引：0，他引：2  

Satoshi Ishimaru  & Kenji Yoshikawa 《Geografiska Annaler: Series A, Physical Geography》2000,82(1):45-57

The weathering of granodiorite porphyry is examined in the extremely cold and dry environment of the inland part of Antarctica. Weathering features include granular disintegration, rock varnish, and sheeting. Sheeting has gradually proceeded since the exposing of the nunatak, but the other types of weathering have not actively advanced in recent times.
Granular disintegration primarily comprises the release of individual crystals. The mechanism of this release is that cracks are created along crystal boundaries and cleavages in phenocrysts mainly due to differential thermal expansion. Plagioclase and hypersthene are released more readily than quartz. Disintegration of plagioclase has produced many prism-shaped holes, 0.5 to 2.0 mm in length, while fine-grained quartz crystals, 0.05 to 0.1 mm in diameter, are incidentally released without cracking.
The reddish brown (10R4/4) rock varnishes result from oxidation and consist of limonite, which fills cracks and penetrates into crystals. Ferrous iron in hypersthene, biotite, ilmenite and magnetite is transformed into limonite by oxidation. Manganese is not found in the varnishes. Sulfur, which is important for oxidation and which may have originated from adhered snow, is concentrated on the surface of the rock.
Sheeting has precipitated rock falls, and has gradually formed a gray mosaic on the varnished wall. The sheeting was caused by gravitational body force, which is internal stress of the rock body due to the mass of the overburden.  相似文献   

Reinforced concrete scaled columns under cyclic actions     

Y. Lu  E. Vintzileou  G. -F. Zhang  T. P. Tassios 《Soil Dynamics and Earthquake Engineering》1999,18(2):709

In the area of reduced-scale model testing, increasing the size of model structures as a means of improving the model performance is often inhibited by the capacity limitation of the available seismic testing facilities. This was the case in a recent experimental programme conducted at NTUA in which several 1:5.5-scale model frames were tested on an earthquake simulator. In order to improve the model reliability, the following measures were taken: strictly obeying the geometric scaling in almost all aspects; using deformed bars as model reinforcement; and using stone-aggregate microconcrete for constructing the models, etc. To evaluate the effectiveness of these measures, a parallel column test programme was conducted in which duplicates of typical columns in the test model frames were prepared, along with those of large sizes following similitude laws. The column specimens were tested under reversals of lateral load. Besides the scale effects, general rules regarding the influences of transverse confinement and axial force on the ductility and strength of columns were also confirmed on the small-scale model columns.  相似文献   

海城小孤山区辽河群大石桥组地层中硅质岩与成矿探讨     

尤洪喜  赵东芳 《地质与资源》2004,13(3):152-155

在海城市小孤山区辽河群大石桥组一段、三段地层中,都发现了硅质岩的分布.小孤山区硅质岩具有微-细粒变晶结构特点,与铅、锌、银、金矿化密切伴生.通过与青城子硅质岩岩石化学成分及组构特征的对比分析,认为小孤山区硅质岩属于海底火山喷溢-热水沉积成因,与成矿关系极为密切,从而展示了小孤山及外围地区辽河群地层找矿的前景.  相似文献