圆端形钢管混凝土双向偏压柱的力学性能研究

在合理确定钢和混凝土本构模型基础上,运用有限元数值分析软件ABAQUS模拟典型圆端形钢管混凝土双向偏压柱的荷载-变形曲线,开展工作机理分析. 分析结果显示： 在双向偏压荷载作用下,圆端形钢管混凝土柱能表现出较高的极限承载力和延性;钢管对核心混凝土可起到有效约束作用,圆弧段钢管对混凝土的约束效应高于平直段钢管. 典型算例表明,圆端形钢管混凝土双向偏压柱的M_x/M_ux-M_y/M_uy相关曲线呈四分之一椭圆形. 最后提出该类双向偏压柱承载力的简化计算式,与有限元模拟结果对比,简化计算结果偏于保守.     

内爆爆距对舱壁变形影响的数值研究

为研究舱内爆炸时爆距的改变对舱壁的毁伤效应,运用有限元分析软件建立了舱室内爆的仿真模型,分析了爆距变化对舱壁的变形影响及舱内冲击波压力的作用情况.结果表明：在爆距比L₁/L₂>1时,远端舱壁的变形挠度总大于近端舱壁.当爆距L₁增大时,远端舱壁的挠度值呈线性增加,挠度增量约为爆距增量的11%,而近端舱壁的挠度变化不明显;舱内爆炸后作用于远端舱壁的冲击波为初始冲击波与来自近端舱壁及四周刚性舱壁的反射冲击波相互作用而形成的叠加波.     

螺纹桩截面几何特性研究

为了便于螺纹桩在工程应用中的设计计算,文中基于螺纹桩截面内半径、螺牙间距、螺牙高度以及螺牙厚度4个控制变量,推导了螺纹桩截面面积、周长的计算公式,建立了螺纹桩截面惯性矩的计算方法,在工程应用的尺寸范围内,分析了4个控制变量对截面几何特性的影响规律,并将螺纹桩与圆桩进行了对比分析。结果表明,螺纹桩截面面积和周长随内半径、螺牙厚度和高度的增大而增大,随螺牙间距的增大而减小,面积增大比周长显著。其中,内半径对截面面积和周长的影响最为明显,当内半径由0.2 m变化到0.5 m时,面积增大了4.4倍,周长增大了1.3倍。螺纹桩与相同截面积圆桩的周长比为1.00~1.05,与相同截面周长圆桩的面积比为0.91~0.99。所以,相同桩长和相同混凝土用量时,螺纹桩的周长仅比圆桩大0~5%。螺纹桩截面存在关于截面对称轴的主惯性矩I_yc和垂直对称轴过形心的轴线的主惯性矩I_xc,且I_xc比I_yc高13%~72%。两主惯性矩随螺纹桩内半径指数增大,随螺牙厚度以相反趋势增大,随螺牙高度线性增大,随螺牙间距线性减小。相较于圆桩,主惯性矩I_yc较小,主惯性矩I_xc较大,但当螺牙厚度小于0.06 m时主惯性矩I_xc小于相同截面周长圆桩惯性矩。     

弱CM环的性质

主要研究特殊Noether交换环弱CM环的性质.这类环包括Cohen-Macaulay环、优秀环和广义Cohen-Macaulay环,能够用局部上同调模来刻画.证明了如果R是弱CM环,则R的有限生成代数, 以及R关于理想I的I-adic完备化环均为弱CM环.     

高强钢筋高强混凝土预应力梁抗弯性能试验研究

通过对12根高强钢筋高强混凝土预应力梁的抗弯试验,观测试验梁的破坏现象和失效过程,研究混凝土强度等级、非预应力高强钢筋配筋率、预应力钢筋配筋率等因素对其抗弯性能的影响规律.试验结果表明,高强钢筋高强混凝土预应力适筋梁破坏过程包括开裂前阶段、带裂缝工作阶段和钢筋屈服后直至失效3个阶段,各阶段破坏模式与普通钢筋混凝土梁受弯破坏相似,均为延性破坏.混凝土强度等级以影响钢筋屈服后的抗弯性能为主,高强度等级混凝土试验梁的后期承载力下降较小.非预应力筋配筋率显著影响试验梁开裂后的抗弯性能,即相同变形时,配筋率越高承载力越高.相同张拉控制应力条件下,预应力筋配筋率越高开裂弯矩越大;相同弯矩作用下,预应力配筋率越高变形越小,其极限承载力也越高.     

爆炸作用下预应力混凝土节段箱梁动力响应

为了研究爆炸冲击作用下预应力混凝土多室箱梁的破坏机理和抗爆性能，针对不同炸药当量和爆炸位置下节段箱梁的动力响应进行了有限元计算分析。利用ANSYS/LS-DYNA软件建立混凝土和钢筋三维分离式实体模型；采用LOAD＿BLAST＿ENHANCED(LBE)方法模拟爆炸荷载，并结合文献试验数据对数值模拟方法的可靠性进行验证。得到了不同装药量、爆炸位置工况下预应力混凝土箱梁的动力响应和破坏特征。结果表明，100 kg、500 kg药量爆炸作用下，爆心正下方的钢筋发生屈服、顶板混凝土形成圆形破口。1 000 kg药量爆炸作用下，由于箱梁两端为固支，腹板、横隔梁及底板混凝土产生了轻微的剥落。相同爆炸位置工况下，随着装药量的增大，混凝土圆形破口面积增大。相同药量工况下，主梁中心线处由于无腹板支撑，其混凝土破口面积大于箱室处。研究结果可为预应力混凝土多室箱梁的抗爆防护加固提供重要参考。     

在役预应力混凝土箱梁开裂后承载力评估

针对目前大量存在的在役预应力混凝土箱梁桥跨中下挠和开裂的现象,基于主要受力裂缝的外观统计特征,通过构造两类损伤单元,即正裂缝区损伤单元和斜裂缝区损伤单元,采用刚度折减和引入平面刚架模型的方法,建立了基于裂缝统计特征参数的损伤预应力混凝土箱梁计算模型,提出了基于截面刚度变化的预应力混凝土箱梁桥截面有效刚度折减系数和基于混凝土受压区应力变化程度的承载力折减系数,从而实现了对在役预应力混凝土结构开裂损伤后,在其使用过程中的受力性能评价.     

火灾下高强钢栓焊连接节点力学性能数值研究

采用ABAQUS对高强钢栓焊连接节点火灾下的力学性能进行模拟，通过经验证的模型对高强钢栓焊连接节点进行参数分析。结果表明：温度升高，节点的极限抗弯承载力M_max、节点塑性抗弯承载力M_y和节点的初始刚度K_ini均降低；强度较低钢材的节点匹配较厚的梁柱翼缘和腹板比强度较高钢材的节点匹配较薄的梁柱翼缘和腹板，可获得相近的节点塑性抗弯承载力以及相近或更高的节点转动能力，从而实现节点优化设计。     

2009～2010年大华北岩石圈磁异常分布及其变化特征

 使用曲面样条和球冠谐和方法,对2009年和2010年所测量的2期大华北地区218个地磁场测点的数据所描述的岩石圈磁场F,D,I3个要素进行分析.2期测量所得到的F,D,I3要素的宏观分布类似.D要素的值在华北东北部负值增强、正值减弱,在华北的中西部负值减弱、正值增强;在整个华北的大部分地区,F要素的负异常减弱,正异常增强,江苏滨海和辽冀附近的正异常减弱,负异常增强;I要素在华北大部分地区正值增强负值减弱,在辽宁东北部,山西东边界至晋豫交界附近的区域正值减弱负值增强.     

流域分块对汇流参数的影响

选择屯溪、东湾及王快流域为典型流域,挑选合适的目标函数,采用单纯形法率定参数,研究流域分块对新安江模型S_M、C_S、C_I及C_G等参数的影响。结果表明,随着流域分块数增加:降雨资料均化程度减小,S_M呈增大趋势,C_S呈减小趋势,C_I及C_G基本保持不变;洪量、洪峰合格数及确定性系数均呈增大趋势,当子流域面积小于1 000 km²时模拟精度大幅度改善。     

Characterization of Ordovician carbonate reservoirs, southeastern Saskatchewan, Canada

The discovery of the prolific Ordovician Red River reservoirs in 1995 in southeastern Saskatchewan was the catalyst for extensive exploration activity which resulted in the discovery of more than 15 new Red River pools. The best yields of Red River production to date have been from dolomite reservoirs. Understanding the processes of dolomitization is, therefore, crucial for the prediction of the connectivity, spatial distribution and heterogeneity of dolomite reservoirs.The Red River reservoirs in the Midale area consist of 3～4 thin dolomitized zones, with a total thickness of about 20 m, which occur at the top of the Yeoman Formation. Two types of replacement dolomite were recognized in the Red River reservoir: dolomitized burrow infills and dolomitized host matrix. The spatial distribution of dolomite suggests that burrowing organisms played an important role in facilitating the fluid flow in the backfilled sediments. This resulted in penecontemporaneous dolomitization of burrow infills by normal seawater. The dolomite in the host matrix is interpreted as having occurred at shallow burial by evaporitic seawater during precipitation of Lake Almar anhydrite that immediately overlies the Yeoman Formation. However, the low δ18O values of dolomited burrow infills (-5.9‰～ -7.8‰, PDB) and matrix dolomites (-6.6‰～ -8.1‰, avg. -7.4‰ PDB) compared to the estimated values for the late Ordovician marine dolomite could be attributed to modification and alteration of dolomite at higher temperatures during deeper burial, which could also be responsible for its 87Sr/86Sr ratios (0.7084～0.7088) that are higher than suggested for the late Ordovician seawaters (0.7078～0.7080). The trace amounts of saddle dolomite cement in the Red River carbonates are probably related to "cannibalization" of earlier replacement dolomite during the chemical compaction.     

A computer generator for randomly layered structures

AcomputergeneratorforrandomlylayeredstructuresYUJia shun1,2,HEZhen hua2(1.TheInstituteofGeologicalandNuclearSciences,NewZealand;2.StateKeyLaboratoryofOilandGasReservoirGeologyandExploitation,ChengduUniversityofTechnology,China)Abstract:Analgorithmisintrod…     

海南岛地体及其毗邻陆缘晚中生代—新生代古地磁研究和构造演化

本文叙述了对海南岛及其毗邻大陆边缘白垩纪到第四纪地层岩石进行古地磁研究的全部工作过程。通过分析岩石中剩余磁矢量的磁偏角及磁倾角的变化,提出海南岛白垩纪以来经历的构造演化模式如下:早期伴随顺时针旋转而向南迁移,后期伴随逆时针转动并向北运移。联系该地区及邻区的地质、地球物理资料,对海南岛上述的构造地体运动提出以下认识:北部湾内早期有一拉张作用,主要是该作用使湾内地壳显著伸长减薄,形成北部湾盆地。从而导致了海南岛的早期构造运动,而海南岛后期的构造运动则主要是受南海海底扩张的影响。海南地体运动规律的阐明对于了解北部湾油气盆地的形成演化有重要的理论和实际意义。     

Exciton Seebeck in Molecular Systems

Various applications relevant to the exciton dynamics,such as the organic solar cell,the large-area organic light-emitting diodes and the thermoelectricity,are operating under temperature gradient.The potential abnormal behavior of the exicton dynamics driven by the temperature difference may affect the efficiency and performance of the corresponding devices.In the above situations,the exciton dynamics under temperature difference is mixed with     

Achieving Unusual States of Matter Under High Pressure

The elongation method,originally proposed by Imamura was further developed for many years in our group.As a method towards O(N)with high efficiency and high accuracy for any dimensional systems.This treatment designed for one-dimensional(ID)polymers is now available for three-dimensional(3D)systems,but geometry optimization is now possible only for 1D-systems.As an approach toward post-Hartree-Fock,it was also extended to     

《Chinese Science Bulletin》SUBJECT INDEX TO VOLUME 59(2014)

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An on-line scaling method for improving scalability of a database cluster

The explosive growth of the Internet and database applications has driven database to be more scalable and available, and able to support on-line scaling without interrupting service. To support more client's queries without downtime and degrading the response time, more nodes have to be scaled up while the database is running. This paper presents the overview of scalable and available database that satisfies the above characteristics. And we propose a novel on-line scaling method. Our method improves the existing on-line scaling method for fast response time and higher throughputs. Our proposed method reduces unnecessary network use, i.e. , we decrease the number of data copy by reusing the backup data. Also, our on-line scaling operation can be processed parallel by selecting adequate nodes as new node. Our performance study shows that our method results in significant reduction in data copy time.     

An improved R-tree based on childnode''s probability

R-Tree is a good structure for spatial searching. But in this indexing structure,either the sequence of nodes in the same level or sequence of traveling these nodes when queries are made is random. Since the possibility that the object appears in different MBR which have the same parents node is different, if we make the subnode who has the most possibility be traveled first, the time cost will be decreased in most of the cases. In some case, the possibility of a point belong to a rectangle will shows direct proportion with the size of the rectangle. But this conclusion is based on an assumption that the objects are symmetrically distributing in the area and this assumption is not always coming into existence. Now we found a more direct parameter to scale the possibility and made a little change on the structure of R-tree, to increase the possibility of founding the satisfying answer in the front sub trees. We names this structure probability based arranged R-tree (PBAR-tree).     

An Index mechanism for multi-scale view in spatial databases

There are numerous geometric objects stored in the spatial databases. An importance function in a spatial database is that users can browse the geometric objects as a map efficiently. Thus the spatial database should display the geometric objects users concern about swiftly onto the display window. This process includes two operations:retrieve data from database and then draw them onto screen. Accordingly, to improve the efficiency, we should try to reduce time of both retrieving object and displaying them. The former can be achieved with the aid of spatial index such as R-tree, the latter require to simplify the objects. Simplification means that objects are shown with sufficient but not with unnecessary detail which depend on the scale of browse. So the major problem is how to retrieve data at different detail level efficiently. This paper introduces the implementation of a multi-scale index in the spatial database SISP (Spatial Information Shared Platform) which is generalized from R-tree. The difference between the generalization and the R-tree lies on two facets: One is that every node and geometric object in the generalization is assigned with a importance value which denote the importance of them, and every vertex in the objects are assigned with a importance value,too. The importance value can be use to decide which data should be retrieve from disk in a query. The other difference is that geometric objects in the generalization are divided into one or more sub-blocks, and vertexes are total ordered by their importance value. With the help of the generalized R-tree, one can easily retrieve data at different detail levels.Some experiments are performed on real-life data to evaluate the performance of solutions that separately use normal spatial index and multi-scale spatial index. The results show that the solution using multi-scale index in SISP is satisfying.     

Integrating GIS Web services based on mediating architecture

The geographic information service is enabled by the advancements in general Web service technology and the focused efforts of the OGC in defining XML-based Web GIS service. Based on these models, this paper addresses the issue of services chaining,the process of combining or pipelining results from several interoperable GIS Web Services to create a customized solution. This paper presents a mediated chaining architecture in which a specific service takes responsibility for performing the process that describes a service chain. We designed the Spatial Information Process Language (SIPL) for dynamic modeling and describing the service chain, also a prototype of the Spatial Information Process Execution Engine (SIPEE) is implemented for executing processes written in SIPL. Discussion of measures to improve the functionality and performance of such system will be included.