强流脉冲电子束轰击作用下的扩散模型及其数值计算

在温度场和应力场计算的基础上建立了强流脉冲电子束轰击作用下的扩散模型,并给出了数值方法及其数值解。该模型与方法同样适用于其它高能束流作用下的扩散过程。计算表明,浓度扩散流仍然是影响扩散的主要因素;而轰击超过一定次数后,扩散的作用将减弱;当边界条件为表面扩散时,扩散进行较快,这是表面涂覆加脉冲电子束后处理快速表面合金化工艺的理论基础。对实验结果和理论结果的对比分析表明,在脉冲轰击下,扩散激活能随空位浓度的增加而下降,从而加速扩散过程;在表面有熔化的情况下,则液态时的对流混合作用是主导因素。     

钢筋混凝土简支深梁受剪承载力的极限分析

本文讨论了钢筋混凝土简支深梁的剪切破坏形态和主要影响因素,假定钢筋和混凝土均为刚塑性材料,引用混凝土双向受压的破坏条件,求出了集中和均布荷载作用下钢筋混凝土简支深梁受剪承载力的塑性解。根据试验结果给出了考虑混凝土强度和剪跨比影响的深梁混凝土塑性有效抗压系数,所获得的理论公式与国内外试验结果符合良好。     

均布荷载下钢筋混凝土迭合梁抗剪强度分析

本文对钢筋混凝土迭合梁在均布荷载下的抗剪性能进行了试验研究和理论分析。 首先介绍了迭合梁的试验过程和结果分析,分析表明,迭合梁的受力性能与相应的整体梁比较具有较大的不同。然后,采用有限元非线性分析方法对均布荷载下的整体梁和迭合梁的抗剪强度进行了分析,提出了抗剪强度的计算公式,并和试验结果进行了比较。     

Class 4 stainless steel I beams subjected to fire

Structural elements composed of Class 4 sections are common in stainless steel buildings structures. These thin walled profiles are more susceptible to the occurrence of local buckling. Additionally, in beams the lateral-torsional buckling is also a common failure mode. These instability phenomena are intensified at high temperatures. This work has the main objective of presenting a numerical study on the fire behavior of beams with Class 4 stainless steel sections when subjected to pure bending and high temperatures. The influence of several parameters, as geometrical imperfections and residual stresses, on the ultimate load will be evaluated and comparisons between the numerical results and the Eurocode 3 rules will also be made.     

椭圆空心截面梁侧向失稳分析

分析椭圆空心截面(EHS)构件弯曲时的侧向稳定性。对8根截面(高厚比为2)的无侧限EHS梁进行三点弯曲试验,并记录试件的试验设备、材料性质、截面几何形状、残余应力以及荷载、变形响应。使用数值模拟方法对试验数据进行补充,并依据试验结果验证其正确性。数值分析用于评估截面高厚比和构件长细比对侧向稳定性的影响。基于结构特性相关数据建立椭圆空心截面梁的侧向扭转屈曲曲线。提出限制长度以下时,侧向扭转屈曲(LTB)可不考虑。     

THERMALLY INDUCED BENDING VIBRATION OF COMPOSITE SPACECRAFT BOOMS SUBJECTED TO SOLAR HEATING

Thermally induced bending vibration of spacecraft booms modeled as circular thin-walled beams of closed cross section and subjected to thermal radiation is investigated. One assumes that the boom is built up of composite material systems, and in this context, the constituent materials of the beam include nonclassical effects such as anisotropy and transverse shear. In addition, in order to induce beneficial elasticcouplings, a special ply-angle distribution achieved via the usual helically wounding fiber-reinforced technology is implemented. Both the dynamic governing equations involving the temperature effects and the related boundary conditions are obtained via the application of the extended Hamilton principle. The case of the spacecraft boom equipped with a concentrated mass at its free end, fixed at the other end, and exposed to solar radiant heating is studied from both the induced-vibration and stability points of view. The numerical simulations display deflection time history of bending displacements as a function of the fiber orientation of the composite materials, damping factor, and angle of incidence of heat radiation. The obtained results are likely to fill a gap in the specialized literature and to play a good role toward a better understanding of the factors that contribute not only to the occurrence of the thermal flutter instability, but also to its avoidance.     

连续深梁和短梁支座反力的分析及计算

本文根据有限元方法计算的结果,分析比较了连续深粱、短梁和浅粱支座反力的特点,给出了均布荷载和集中荷载作用下的连续深梁和短粱支座反力曲计算公式,可供工程实践应用并可供编制《钢筋砼深梁设计规程》参考。     

Free Transverse and Lateral Vibration of Beams with Torsional Coupling

The free vibration of beams whose flexural motions in both principal planes are coupled with torsion is investigated by using the dynamic stiffness method. First, the governing differential equations of motion in free vibration are derived using Hamilton’s principle. The dynamic stiffness matrix is then developed from the solution of these differential equations when the oscillatory motion of the beam is harmonic. Finally, the resulting dynamic stiffness matrix is applied with particular reference to the Wittrick–Williams algorithm to carry out the free vibration analysis of a few illustrative examples. The numerical results are discussed and this is followed by some concluding remarks.     

Modeling Steel Frame Buildings in Three Dimensions. II: Elastofiber Beam Element and Examples

This is the second of two papers describing a procedure for the three-dimensional nonlinear time-history analysis of steel-framed buildings. An overview of the procedure and the theory for the panel zone element and the plastic hinge beam element are presented in part I. In this paper, the theory for an efficient new element for modeling beams and columns in steel frames called the elastofiber element is presented, along with four illustrative examples. The elastofiber beam element is divided into three segments—two end nonlinear segments and an interior elastic segment. The cross sections of the end segments are subdivided into fibers. Associated with each fiber is a nonlinear hysteretic stress-strain law for axial stress and strain. This accounts for coupling of nonlinear material behavior between bending about the major and minor axes of the cross section and axial deformation. Examples presented include large deflection of an elastic cantilever beam, cyclic loading of a cantilever beam, pushover analysis of a 20-story steel moment-frame building to collapse, and strong ground motion analysis of a two-story unsymmetric steel moment-frame building.     

Behavior of FRP Strengthened Reinforced Concrete Beams under Torsion

The use of fiber reinforced plastics (FRPs) for flexural and shear strengthening of reinforced concrete beams has been scrutinized to a considerable depth by researchers worldwide. The area of torsional strengthening however has not been as popular. This paper presents the results of an experimental investigation together with a numerical study on reinforced concrete beams subjected to torsion that are strengthened with FRP wraps in a variety of configurations. In the experimental study, the increase in the ultimate torque for different strengthening configurations, failure mechanisms, crack patterns, and ductility levels are monitored and presented. Experimental results show that FRP wraps can increase the ultimate torque of fully wrapped beams considerably in addition to enhancing the ductility. The experimental results upgrade the weak archival data on torsional strengthening by application of FRP. The numerical section reports on analyses performed by the ANSYS finite element program. Predictions are compared with experimental findings and are in reasonable agreement.