变截面构件的剪应力计算

变截面构件的弯曲变形是实际构件常见变形之一，现行钢筋混凝土设计规范提供的和实际设计计算应用的剪应力计算公式未考虑截面变化的影响，有较大的误差。本文用材料力学方法推出考虑变截面影响的剪应力计算公式，以便在实际设计计算应用。     

开口薄壁结构弯扭屈曲能量原理的有限变形理论分析

The formulas of the total potential energy of arbitrary thin- walled open cross section member counting in the geometric non-linear factors is deduced. The deductions are based on the most general finite deformation theory and the two assumptions that"the     

中波塔高强瓷绝缘柱脚性能研究

本文提出了一种新型柱脚设计方案，将非金属预应力筋安装在柱脚，运用施加预应力的方法改变柱脚应力性质，使其不仅易于抗压，也易于抗弯和抗拉，改善了高强绝缘陶瓷的脆性特性，提高其韧性。针对该新型柱脚设计方案，以一实际工程为算例，进行了AFRP张拉锚固方法探究试验以及瓷绝缘柱脚抗弯试验。通过试验，总结了AFRP筋施加预拉力的方法，并分析了该新型柱脚的受力性能。     

钢管结构法兰连接节点抗弯承载性能的试验研究

研究了钢管结构法兰连接节点的抗弯承载性能.通过试验方法，采用螺栓应变测量装置，对含4种基本形式的法兰连接节点的试件进行四点弯加载试验，考察了在节点受弯过程中螺栓和法兰板的受力特性.试验得到了其屈服荷载与极限荷载，并且与相应的有限元分析结果吻合良好.试验结果表明，法兰连接节点的受拉区存在明显的撬力作用，刚性法兰连接节点的撬力作用小于柔性法兰连接节点.法兰连接节点的安全储备约为1.2.     

The Influences of Surrounding Rock Deformation in Deep Roadway under Different Supporting Structures

随着煤矿开采深度的不断增加，围岩变形特征更加复杂。基于ANSYS数值模拟软件，研究4种不同支护条件下深部巷道围岩的变形情况，研究结果表明：30MPa原岩应力作用下，联合支护产生的水平位移和垂直位移都要比其他支护小，变形影响区域也最小，最为适合围岩地质条件较差的巷道。     

Flexure-torsion Analysis of Variable-curvature-box Girder Considering Non-coincidence of Torsion Center and Gravity Center

In order to consider the effect of non-coincidence of torsion center and gravity center,the rectangular variable-curvature-box girder with vertical symmetrical axis is studied. Considering the influence of shear deflection and non-coincidence of torsion center and gravity center, the elastic equilibrium formulas are established. Based on deformation equations of the girder and the relations of inner forces and deformations,the flexure-torsion differential equations are developed. The equilibrium differential equations and Galerkin methods formulas for clothoid curved box girder are presented.     

Strength and Microstructure of Sulphoaluminate Cement Containing Ultra- Fine CaCO3

The existence of ettringite in sulphoaluminate cement hardened paste is mainly in the form of pole-like crystal,which causes unfavorable effect on the cement.In this paper the strength and microstructure of the sulphoaluminate cement containing ultra-fine CaCO_3 weze discussed.Experimet results show that the strength of sulphoaluminate cement was obviously improved by adding 3% of ultra-fine CaCO_3.After curing for 28d,the compressive strength of cement paste and mortar is 100.6MPa and 94.1MPa respectively,and the bending strength of the mortar reached 12.5MPa.SEM study on hardened paste of sulphoaluminate cement containing ultra-fine CaCO_3 showed that its structure was dense and homogeneous,there was hardly any massive crystall detected.     

A Comparative Study of Confined Concrete Models under Cyclic Loading

In this paper,four models are selected as the representatives and applied to nonlinear dynamic analysis program for space frames which is based on the beam-column elements using the finite element flexibility method and the fiber model.Park's test on combined axial and bending columns under cyclic loading are taken as the calibrations,comparisons to material and structural member level are drawn and the analytical results of various models are discussed.     

THE REIMPROVEMENT FOR IMPULSE OF G. I. TAYLOR THEORY OF PLASTIC DEFORMATION IN IMPACT OF CYL1NDICAL PROJECTILES

In this paper the reimprovement for G. I. Taylor theory of plastic deformation in impact of cylindical projectiles is done. The impulse in the reimproved theory is G. I. Taylor' s 1/2, and 3/4 of G. I. Taylor' s improved theory. The analytical solution of the reimproved theory shows that it gives better agreement with exprimental results than those of the original Taylor' s theory and, the improved theory.