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润扬大桥悬索桥北锚碇基础接触应力仿真分析 总被引:3,自引:0,他引:3
针对润扬大桥悬索桥北锚碇基础的浇筑施工、运行过程,基于大型有限元分析软件Marc进行二次开发,建立了锚碇基础和土体共同作用的三维有限元仿真计算模型。考虑锚碇基础浇筑过程中地下水位改变引起基底水压力的变化对锚碇基础接触应力分布的影响,对锚碇体浇筑到运行的全过程进行了仿真数值计算,揭示了岩层地基上悬索桥重力式嵌岩锚碇基础接触应力在施工到运行过程中的变化规律。工程实例数值计算结果表明,在不同施工浇筑阶段,尽管锚碇基础不同部位的接触应力呈现出不同的变化特征,北锚碇基础在施工到运行全过程中基础接触应力总体满足设计要求。 相似文献
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虎门大桥东锚碇重力锚及基岩的稳定性 总被引:6,自引:0,他引:6
本文结合现场模型实验和室内实验对广东虎门大桥东锚碇重力锚及基岩的稳定性进行了分析和评价,首先分析了混凝土-岩体胶结面的抗剪特性,得出了胶结面的抗剪特性与剪断后的摩擦特性之间的关系,然后分析了可能导致混凝土-基岩胶结体整体破坏的软弱结构面的抗剪特性和时效特性,最后分析了重力锚基岩的失稳模式,为对比和评价隧道锚,重力锚,钻岩锚三种施工方案奠定了基础。 相似文献
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对于大跨径悬索桥的锚碇基础而言,在锚索力的作用下易产生较大的侧向位移,若此位移值过大,将影响悬索桥的运营安全,因此需要准确地对其进行预测分析。采用三维有限差分软件FLAC”建立鹦鹉洲大桥北锚碇基础的整体计算模型,计算运营加载后沉井基础的受力状态,预测锚碇基础的最终工后变形量,分析地基土水平抗力的分布规律。并对被动区土体加固参数(加固宽度、加固深度)对沉井及其周土的位移控制作用进行对比分析.得到了一些对实际工程有益的结论。 相似文献
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多点锚拉桩板墙的变形约束计算法 总被引:3,自引:0,他引:3
陈新 《四川联合大学学报》1997,1(5):68-74
本文将多点锚拉对桩板墙的约束视作弹性支点,同时考虑到基床对桩的抗力作用,得出了计算锚拉索拉力和桩墙内力、位移的方法和公式,并编制了能模拟施工过程的计算程序。实例分析表明,本文的方法能够较真实地反映锚拉桩板墙的结构性态,计算结果与模型试验成果基本一致。 相似文献
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利用频响函数综合方法,推导了浮筏隔振系统连接点的位移,给出基座上的力和输入到基座的功率流对浮筏隔振系统的上、下层隔振器的刚度和阻尼的设计灵敏度表达式,并分别以最小化某一频段内输入到基座的功率流和传递到基座的力的均方值为优化目标,结合灵敏度分析方法,对上、下层隔振器的刚度进行了优化.优化结果表明,基于子结构灵敏度分析的方法是一种有效的优化方法,以最小化传递到基座的力的均方值为优化目标得到的隔振器的最优刚度不能同时使输入到基座的功率流有很大的衰减. 相似文献
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Expansion formulae for wave structure interaction problems with applications in hydroelasticity 总被引:2,自引:0,他引:2
Alternate derivations of the expansion formulae for wave structure interaction problems are obtained in case of water of infinite depth and utilized to analyze the hydroelastic behavior of large floating structures. Considering the boundary value problem associated with Laplace equation having higher order boundary condition on the horizontal boundary and a Dirichlet type boundary condition on the vertical boundary in a quarter plane, Fourier sine transform is applied in the horizontal direction to convert the problem to a Sturm-Liouville type boundary value problem associated with non-homogeneous ordinary differential equation (ODE) in the transformed variable. Finally, inverting the transformed functions and applying the regularity criterion of the transformed function, the required expansion formula is derived. The expansion formula thus derived is extended to deal with similar boundary value problems having Neumann type boundary condition. The expansion formulae are applied to (i) analyze oblique scattering of flexural gravity waves by an articulated floating elastic plate and (ii) study the effect of compression on the oblique scattering of flexural gravity waves by a line discontinuity in a large floating ice sheet in water of infinite depth, which find applications in marine technology and arctic engineering, respectively. The present derivations of the expansion formulae are very simple and straightforward and can be easily used to study a large class of problems in the area of fluids and structures in mathematical physics and engineering. 相似文献
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The behavior of flexural gravity waves propagating over a semi-infinite floating ice sheet is studied under the assumptions of small amplitude linear wave theory. The vertical wall is assumed to be either fixed or harmonically oscillating with constant horizontal displacement, in which case the problem is analogous with a harmonically oscillating plane vertical wavemaker. The potential flow approach is adhered to and the higher-order mode–coupling relations are applied to determine the unknown coefficients present in the Fourier expansion formula of the potential functions. The ice sheet is modeled as a thin semi-infinite elastic beam. Three different edge conditions are applied at the finite edge of the floating ice sheet. The effects of different edge conditions, the thickness of the ice sheet and the water depth on the surface strain, the shear force along the ice sheet, the horizontal force on the vertical wall, and the flexural gravity wave profile are analyzed in detail. 相似文献
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Any planar resistor (channel) close to a conducting layer left floating (gate) forms a capacitor C whose thermal voltage noise (kT/C noise) has a backgating effect on the sheet resistance of the channel that is a powerful source of 1/f resistance noise in planar resistors and, hence, in planar devices. This 1/f spectrum is created by the bias voltage V DS applied to the resistor, which is a disturbance that takes it out of thermal equilibrium and changes the resistance noise that existed in the unbiased device. This theory, which gives the first electrical explanation for 1/f electrical noise, not only gives a theoretical basis for the Hooge's formula but also allows the design of proper shields to reduce 1/f noise. 相似文献
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钢-混凝土组合结构在大型海上人工岛的建设中具有重要的应用价值和发展潜力。该文针对传统钢结构和混凝土结构用于超大型海上浮式平台的不足,提出一种新型超大型钢-混凝土组合浮箱式平台结构,并总结了该类结构整体方案的设计流程。为实现设计流程中的水弹性力学分析,在开源水动力学程序包NEMOH的基础上基于Fortran语言开发了三维水弹性响应计算程序包THhydro,并采用日本学者Yago和Endo的试验结果验证了程序的准确性。通过水弹性响应分析与结构强度分析,对新型超大型钢-混凝土组合浮箱式平台进行了整体结构方案设计,并与传统钢结构方案设计结果进行了对比讨论。结果表明:组合结构应用于海上超大型浮式平台具有可行性;在吃水深度和应力控制水平相当的情况下,组合结构平台相比传统钢结构平台可显著降低结构用钢量;钢与混凝土之间的配比会显著影响结构用钢量和载重量等指标;波浪产生的结构效应占总效应的比例达20%~60%,可见可靠的水弹性力学分析对该类结构设计非常重要。最后,对组合结构应用于超大型海上浮式平台仍需进一步开展的研究工作进行了展望。 相似文献
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高桩码头桩基的设计需要考虑作用在码头上水平荷载的影响. 该文分析了国内外关于高桩码头水平力分配的计算方法, 针对全直桩码头的特点, 假定码头上部结构为刚体, 码头平台在水平力作用下绕刚度中心转动, 并考虑桩顶纵向变位的影响, 推导得出了全直桩码头水平力分配的计算公式. 结合工程实例, 将该文公式与有限元方法、我国港工规范查表法进行了比较分析. 计算结果表明该文公式与有限元方法所得结果吻合较好, 与规范查表法所得结果最大相差约8%. 相似文献