无背索斜拉桥稳定分析的能量法

无背索斜拉桥在理想的成桥状态下,面内失稳模态为主梁屈曲。将主梁简化成弹性地基梁计算模型,选用正弦级数作位移函数,运用能量方法,提出了主梁屈曲临界荷载的计算公式。结合该类桥梁的结构布置特点,用简洁的连续函数描述主梁轴压力和拉索弹性支承刚度的变化,同时用简单的线形折减系数反映斜塔变形对拉索弹性支承刚度的影响。最后以长沙市洪山大桥为例,用该方法计算了其成桥状态屈曲临界荷载,其结果与有限元解对比具有很好的精度。     

拱坝初参数分析法

本文以拱端反力系为初参数，应用递推方法，建立了水平拱力学参数的递推公式，从拱端向拱冠逐段递推，最后在拱冠梁结点建立内力平衡和变位协调方程，从而可求解拱端反力系，再回代计算每个结点的力学参数，最后计算应力和变位。用该法研制开发的计算程序，计算速度快，占用内存少，可以在微机上计算拱坝应力。工程实例计算表明，该法计算成果可靠。     

Three-dimensional analytical solution for functionally graded magneto–electro-elastic circular plates subjected to uniform load

The problem of a functionally graded, transversely isotropic, magneto–electro-elastic circular plate acted on by a uniform load is considered. The displacements and electric potential are represented by appropriate polynomials in the radial coordinate, of which the coefficients depends on the thickness coordinate, and are called the generalized displacement functions. The governing equations as well as the boundary conditions for these generalized displacement functions are derived from the original equations of equilibrium for axisymmetric problems and the boundary conditions on the upper and lower surfaces of the plate. Explicit expressions are then obtained through a step-by-step integration scheme, with five integral constants determinable from the boundary conditions at the cylindrical surface in the Saint Venant’s sense. The analytical solution is suited to arbitrary variations of material properties along the thickness direction, and can be readily degenerated into those for homogeneous plates. A particular circular plate, with some material constants being the exponential functions of the thickness coordinate, is finally considered for illustration.     

Damage detection in beam-like structures using static shear energy redistribution

In this study, a static shear energy algorithm is presented for the damage assessment of beam-like structures. According to the energy release principle, the strain energy of a damaged element suddenly changes when structural damage occurs. Therefore, the change in the static shear energy is employed to determine the damage locations in beam-like structures. The static shear energy is derived from the spectral factorization of the elementary stiffness matrix and structural deflection variation. The advantage of using shear energy as opposed to total energy is that only a few deflection data points of the beam structure are required during the process of damage identification. Another advantage of the proposed approach is that damage detection can be performed without establishing a structural finite-element model in advance. The proposed technique is first validated using a numerical example with single, multiple, and adjacent damage scenarios. A channel steel beam and rectangular concrete beam are employed as experimental cases to further verify the proposed approach. The results of the simulation and experiment examples indicate that the proposed algorithm provides a simple and effective method for defect localization in beam-like structures.     

门式刚架中半刚性节点的性能探讨

对半刚接门式刚架采用有限单元法进行了分析,研究过程中考虑了端板连接节点的半刚性以及构件的几何非线性,探讨了半刚性节点和刚性节点对门式刚架内力和位移的影响。     

聚合物在高温高盐油藏中的应用

随着油田的不断开发,油藏条件不断恶化,高温高盐油藏不断增加,如何提高这类油田的采收率成为油田稳产的基础。本文论述了聚合物在高温高盐油藏调驱中应用现状和发展趋势,得出了聚合物弱凝胶体系是高温高盐油藏提高采收率的一种具有前景的重要技术。     

多孔钯的制备及其结构与性能

研究了以钯粉和碳酸钠为原料制备多孔钯的烧结-溶解新工艺，用FESEM分析了多孔钯的微观结构形貌，并进一步研究了制备的多孔钯的力学性能和氢同位素的交排换代性能。结果表明，烧结-溶解工艺能稳定地制备出孔隙率为85．29％-87．82％的多孔钯，其压缩强度大于2MPa。室温下孔隙率为87.30％的多孔钯对氘的单位质量吸收量为0．0767L／g，氢同位素排代交换率为86．2％。     

恒温轧制微细化AZ91D板材的超塑性及其各向异性

镁合金由于质轻、性能良好等特点而具有广阔的开发与应用潜力.本文综合评述了日本目前对恒温轧制微细化AZ91D板材的超塑性及其各向异性的研究情况.简介了其试验材料和方法以及得出的主要结论.     

应用变压边力控制技术改善拼焊板的成形性能

基于简化的拼焊板2D截面模型分析了控制焊缝移动的拼焊板薄厚两侧所需的压边力关系式,提出了分段压边圈作用下的拼焊板冲压成形方案。应用数值模拟技术进行了矩形盒冲压仿真,验证了分析结果的有效性,分析了变压边力对拼焊板成形性能的影响。研究结果表明:拼焊板薄侧加载比厚侧较大的压边力,有效减少了焊缝移动,减小了薄侧材料的应变集中,改善了薄厚两侧材料变形均匀性,从而提高了拼焊板的成形性能,为提高拼焊板成形质量提供了新思路。