加筋

  • 网络reinforcement;reinforced;ribbing;AGS
加筋加筋
  1. 在传统的Bishop圆弧滑动法中考虑土工格栅的加筋作用,编写了计算程序。

    Base on the traditional Bishop arc method , reinforcement is considered and programming with Fortran .

  2. 桩间相互作用采用弹性理论Mindlin方程解答计算,并考虑了桩间加筋与遮帘作用。

    The action of pile groups was evaluated from the Mindlin equation solution , and adjusted by the reinforcement and curtain action approximately .

  3. 加筋风砂土抗拔试验研究(II)&抗拔载荷能力计算分析

    Uplift test study on reinforced aeolian sand ( ii ) & analysis and calculation of uplift bearing capacity

  4. 基于试验结果,建立了素土和混合草根加筋土的BP神经网络本构模型。

    The BP neural network constitutive models of soil and GRS reinforcement in mixing are established base on test data .

  5. CFRP加筋中砂的试验研究

    Experimental Study of Medium Sand Reinforced with CFRP

  6. 预应力CFRP加筋土技术原理研究

    Principles of CFRP Prestressed Reinforced Earth Technology

  7. CFRP筋及其加筋混凝土梁感知性能试验与分析

    Experimental research on sensing properties of CFRP bar and concrete beams reinforced with CFRP bars

  8. 其次制作了两组各3根CFRP加筋混凝土梁,测试了梁中CFRP筋电阻随载荷增加的变化曲线。

    The curves of electrical resistance change of CFRP bars in concrete beams versus load were presented .

  9. 本文以地基中附加应力的计算和加筋土挡墙的验算两个例子,介绍Matlab编程语言在岩土工程中的应用。

    The application of language Matlab in geotechnical engineering is presented by two examples of the calculation of affixation stress and checking computation of reinforced retaining wall .

  10. 运用通用有限元程序ANSYS,对软弱地基上路堤加筋的作用和效果进行了三维有限元分析。

    Adopting the general purpose finite program ANSYS , the authors carried out three dimension finite element analysis of geogrid reinforced embankment in this paper .

  11. 硬聚氯乙烯(UPVC)加筋管在市政工程应用的价值分析

    Evaluation of Reinforced UPVC Pipes Applied in Municipal Works

  12. 一种分析AGS结构的三角形加筋板壳单元

    A new triangular stiffened plate / shell elment for composite grid structure analysis

  13. 具有分层损伤复合材料加筋与无加筋层合板热-机械力屈曲性态含损伤复合材料AGS板的屈曲特性

    Thermal-mechanical buckling behavior of stiffened and non-stiffened composite laminated plates with delamination damage

  14. 加筋挡土墙的设计方法主要依据是Rankine的主动土压力理论。

    The design methods of the reinforced retaining wall are mainly based on the Rankine 's earth pressure theory .

  15. 一种新型楔形拉筋加筋土挡墙的原型观测梯度聚晶金刚石(PCD)增强楔形复合齿的制备

    The prototype measurement of retaining wall reinforced by a new type of wedgy tied reinforcement THE PROCESS OF GRADATIONAL PCD ENCHANCED WEDGY INSERT

  16. 基于Mindlin假定的复合材料层合板单元和层合梁单元,推导了复合材料加筋板的刚度阵和质量阵;

    The element stiffness and mass matrices for the stiffened composite laminated plate is derived based on Mindlin deformation assumption .

  17. 假定加筋土挡墙破裂面为H/2折线型破裂面,考虑填料的粘聚力c的作用,用极限平衡法导出了筋材的最大层间距的计算公式。

    Assuming the failure surface of reinforced retaining wall be H / 2 failure surface , considering the effect on the cohesion c of the backfill , the computation formula of maximum vertical spacing of reinforcement was induced by limit equilibrium method .

  18. 文中对FRP构件、FRP加筋混凝土、FRP维修和加固以及FRP在新建桥梁结构中的应用这四个方面进行了分类比较与总结。

    The paper compares and concludes the research and application results of FRP materials in bridge construction on the base of FRP components , FRP-reinforced concrete , FRP retrofit , and FRP new structures .

  19. 本文为生产特种薄壁加筋结构包装箱而设计、制备了混凝土加固玻璃钢RTM模具。运载火箭薄壁加筋壳体的结构优化

    A pair of mold is designed for the package case with thin wall and rib by RTM process . Structural Optimization of Thin-Wall Stiffener Reinforced Cylinders for Launch Vehicles

  20. 三轴剪切试验结果表明,沙棘、沙柳须根的加筋作用使沙土的粘聚力c值提高了2.5~4.0倍,使粘性土的粘聚力c值及内摩擦角φ值均增加0.25~0.40倍。

    The triaxial shearing test showed that the cohesion of sand reinforced with the fibre of sand thorn or sand willow was increased by 2.5 ~ 4 times ; the cohesion and the angle of internal friction were increased by 0.25 ~ 0.40 times for the reinforced clay soil .

  21. 为快捷地设计加筋挡土墙和设计分析的可视化,介绍了加筋土挡土墙的设计基本理论和计算机辅助设计软件(Computer-aideddesign,CAD)的设计思想、软件结构和软件功能。

    To design a reinforced earth retaining wall quickly and visualize the design and analysis , this paper discusses the basic theory of reinforced earth retaining wall and the design , function and structure which are used in the computer-aided design software for reinforced earth retaining wall .

  22. 在比较复杂地基条件下,采用TG土工塑料复合加筋带砂石垫层施工技术,可以保证地基均匀沉降,避免对高层建筑工程质量造成影响。

    Abstract In comparable complex ground condition , applying the constructing technique of sand and rock pad layers filled with TG type plastic , the ground can produce uniform subsidence and avoid its influence on the high building .

  23. Pflüger各向同性小挠度加筋板理论的基础上,将其推广到有开口筋增强的纤维型复合材料迭层板。

    Pfluger 's theory of small deflection isotropic plate reinforced with ribs , it is stretched into fibrous laminated plates having open sectional stiffeners .

  24. 本文用的是塑性分析法,它是Murray分析加筋板在轴压和弯曲下失稳后行为的一种推广。按失稳后试件变形描绘纵筋屈曲和壳板皱折的机构。

    The method used in this paper is based on plastic analysis extending Murray 's method which was used to analyse postbuckling behaviour of stiffened plates loaded axially and in bending .

  25. 目前应用广泛的Fick第二定律并没有考虑混凝土结构由于钢筋存在改变了氯离子浓度在时间、空间上的分布,而将混凝土结构/构件当成无加筋的素混凝土对待。

    Most current applications of Fick 's second law analytical solution did not consider the obstruction of reinforcing bar in RC structures which will alter chlorides distribution at time and space .

  26. 针对近年来管道施工中发现的一些质量问题,探讨了如何在管道的基础、安装、回填等各个方面,采取合适的工艺方法和必要的控制手段,保证PVC加筋管的施工质量和使用寿命。

    In view of the quality problems of pipeline installation discovered , this article discussed each aspect such as how to assemble , backfill in the pipeline basis , adopted right handicraft method and necessary control for ensured that PVC pipe installation quality and life time .

  27. 随着城市建设的发展,UPVC加筋管正以其特有的优势逐步取代钢筋混凝土管用于市政污水管道的新建和改造工程。

    With the development of city , reinforced UPVC pipe is commonly used in municipal waste water pipeline engineering gradually , replacing the reinforced concrete pipe by means of its unique advantage .

  28. 利用B-R运动准则对加筋板的动力屈曲做了初步判定,讨论了各种参数对整体结构抗屈曲能力的影响。

    A preliminary determination of the dynamic buckling of the stiffened plates is made based on the B-R criteria , and the influence of various parameters on the anti-buckling capacity of the structure is discussed .

  29. 当路堤边坡较陡时(坡率为1∶m,m≤1.0),土工格栅的加筋长度宜取5.5~8m;土工格栅的铺设间距宜为60cm。

    In the case of comparatively steep embankment slope ( ratio of slope 1 ∶ m , m ≤ 1.0 ), the reinforcement length of geogrids is supposed to be 5.58 m , and the laying distance 60 cm .

  30. 采用两种聚酯纤维来改善AC-16I沥青混合料性能,通过马歇尔试验、高低温性能试验、水稳定性试验以及疲劳试验作对比分析,并对纤维加筋沥青混合料的作用机理和贡献作研究。

    Two polyester fibers were used to modify asphalt mixture of AC-16I , on the basis of Marshall test , high and low temperature performance test and water stability and fatigue test . The results were contrasted and the strengthening mechanism and contribution of fibers were studied .