水工结构高强钢筋混凝土梁受剪性能试验研究

通过对12根配置高强箍筋的混凝土梁在集中荷载作用下的受剪试验,研究梁的挠度、箍筋应变、斜裂缝扩展规律及破坏形态。依据现行《水工混凝土结构设计规范》,对比分析试验梁斜截面承载力及考虑荷载长期作用的正常使用阶段斜裂缝宽度。研究结果表明,配置高强箍筋的混凝土梁斜向开裂规律和受力特征与普通钢筋混凝土梁基本相同,受剪承载力可按现行《水工混凝土结构设计规范》公式计算,且有较高安全储备。当考虑荷载长期作用,HRBF500钢筋在水工结构中抗拉强度设计值取360MPa时,斜裂缝宽度满足正常使用极限状态要求。     

Non-linear response of geometrically imperfect sandwich curved panels under thermomechanical loading

This paper deals with the non-linear response of sandwich curved panels exposed to thermomechanical loadings. The mechanical loads consist of compressive/tensile edge loads, and a lateral pressure while the temperature field is assumed to exhibit a linear variation through the thickness of the panel. Towards obtaining the equations governing the postbuckling response, the Extended Galerkin’s Method is used. The numerical illustrations concern doubly curved, circular cylindrical and as a special case, flat panels, all the edges being simply supported. Moveable and immoveable tangential boundary conditions in the directions normal to the edges are considered and their implications upon the thermomechanical load-carrying capacity are emphasized. Effects of the radii of curvature and of initial geometric imperfections on the load-carrying capacity of sandwich panels are also considered and their influence upon the intensity of the snap-through buckling are discussed. It is shown that in special cases involving the thermomechanical loading and initial geometric imperfection, the snap-through phenomenon can occur also in the case of flat sandwich panels.     

考虑桩土共同作用的钻孔灌注桩承载性状分析

以盖州北海渔民回迁楼工程为依托,选取其中的C14 号楼为研究对象,对其中两根试桩进行现场静载试验,并获得了Q-S 曲线、侧摩阻力随深度变化曲线、桩身轴力随深度变化曲线及桩土接触面相对位移随深度变化曲线. 然后根据现场勘查资料及有限元参数选取的经验值建立单桩模型,利用大型有限元分析软件ADINA 对单桩进行分析,并根据模拟数据及实测数据利用MATLAB 绘制了各项主要承载特性的对比曲线,一方面验证模型及参数的合理性,另一方面研究桩长对单桩各项主要承载特性的影响. 最后利用单桩验证过的模型及参数建立群桩模型,分析群桩的各项主要承载特性与桩长及桩间距的关系.     

外包钢轴压短柱的试验研究与性能分析

本文简要地介绍了外包钢混凝土组合结构的特点和研究意义，并在试验的基础上，对混凝土标号、纵向配筋率及配箍间距对柱的工作性能的影响进行了研究，最后与钢筋混凝土柱进行了对比，发现二者的力学性能基本相同     

薄壁曲梁的稳定极限承载力

曲梁极限承载力涉及弯扭强度和稳定两方面的问题．尤其是曲梁进入弹塑性阶段后,截面上弯曲应力和扭转应力将不再保持原有的比例关系,问题变得更为复杂．水平曲梁在弹性和弹塑性阶段工作特性的研究成果为其工程应用提供了理论依据．在总结不同曲梁稳定极限承载力公式的基础上,通过对已有有限元计算结果的非线性回归,得到了工程实用的曲梁极限承载力估算公式．     

型钢再生混凝土组合柱水平承载力试验及计算方法研究

基于17个型钢再生混凝土组合柱低周反复荷载试验,分析了再生粗骨料取代率、轴压比、体积配箍率以及剪跨比对组合柱水平承载力的影响规律。通过实测型钢腹板与翼缘,箍筋及纵筋的荷载-应变曲线,并结合组合柱的破坏形态特征,分析了型钢再生混凝土组合柱在水平荷载作用下的破坏机理。在此基础上,分别推导了型钢再生混凝土组合柱发生剪切斜压破坏和弯曲破坏时的理论计算公式。为了便于计算,本文提出了型钢再生混凝土组合柱水平承载力实用计算公式。结果表明,组合柱的计算水平承载力与试验值吻合较好,满足计算要求。上述研究结论可为型钢再生混凝土组合柱的抗震设计提供参考。     

流体动压轴承主轴系统的动态特性实验研究

选用螺旋槽轴承代替球轴承 ,建立了螺旋槽轴承主轴系统模拟试验台 ,研究了螺旋槽轴承主轴系统的动态特性 ,并考察了载荷、速度、轴承间隙以及润滑剂等对其动态特性的影响 .结果表明 :随着转速提高 ,螺旋槽轴承主轴系统的径向和轴向不可重复误差 ( N RRO)均减小 ;载荷对主轴的径向动态特性影响很小 ,但对其轴向动态特性影响较大 ,随着载荷增大 ,轴向 N RRO逐渐减小 ;主轴的径向和轴向 N RRO均随轴向间隙减小而减小 ;随着润滑剂粘度增大 ,主轴径向 NRRO逐渐减小 ,而轴向 NRRO受润滑剂的影响不明显 ;润滑剂粘度越大 ,主轴所消耗的功率越大     

扁铲侧胀试验计算地基承载力

简单介绍扁铲侧胀试验,首次提出用扁铲侧胀试验计算地基承载力的方法。利用上海地区部分重大工程中的扁铲 侧胀试验数据,在与室内土工试验、静力触探试验及十字板剪切试验的试验参数相关分析的基础上,经数理统计后给出了上 海地区用扁铲侧胀试验计算地基承载力的经验公式,并对其计算精度进行了评价。     

Magnetic and magnetocaloric properties of Gd1−xScxNi2 solid solutions

Magnetic and heat capacity measurements have been carried out on the polycrystalline Gd_1−xSc_xNi₂ solid solutions (0≤x≤1), which crystallize in the cubic C15 Laves phases superstructure (space group F4?3m). These solid solutions are ferromagnetic with a Curie temperature below 76 K. Their Curie temperature decreases from 75.4 K for GdNi₂ to 13.6 K for Gd_0.2Sc_0.8Ni₂. At high temperatures, all solid solutions, except ScNi₂, are Curie-Weiss paramagnets. The Debye temperature as well as phonon, conduction electron and magnetic contributions to the heat capacity have been determined from heat capacity measurements. The magnetocaloric effect has been estimated both in terms of isothermal magnetic entropy change and adiabatic temperature change for selected solid solutions in magnetic fields up to 3 T.     

Thermal transporting properties of electrically conductive polyaniline films as organic thermoelectric materials

Thermal transporting properties of electrically conductive polyaniline films were first investigated in wide range of temperatures above room temperature as organic thermoelectric materials. Thermal conductivities of various protonic acid-doped polyaniline films were measured by combination of a laser flash method and a differential scanning calorimeter in relation with electrical conductivity and a kind of dopant. The thermal conductivities thus measured are in the range of conventional organic polymers, indicating that the doped polyaniline films have extremely low thermal conductivities among electrically conductive materials, and have correlation with neither electrical conductivity, nor a kind of dopant. Consequently the polyaniline film, which shows very high electrical conductivity, has comparable thermoelectric figure-of-merit (ZT) with feasible inorganic thermoelectric materials such as iron silicide. This revised version was published online in August 2006 with corrections to the Cover Date.