预应力钢板箍约束RC柱轴压性能数值模拟及试验验证

为研究预应力钢板箍(Prestressed Steel Jacket, PSJ)约束下RC柱的轴压性能,分析施加横向预应力构件的轴压作用机理,建立了PSJ约束RC柱有限元模型,开展弹塑性数值模拟,并进行试验验证。结果表明,增大箍板预应力能减小约束RC柱竖向裂缝宽度,提高其轴压承载力,但可能减小约束柱的轴向峰值变形。箍板配箍特征值的增加能够显著提高约束RC柱的承载力和变形能力,并改善其破坏模式。由于箍板与RC柱外表面间空隙的存在,预应力钢板箍的拉应变增量要滞后于箍筋的拉应变。     

单箱双室组合箱梁剪力滞效应分析

通过对组合箱梁底板、混凝土顶板与悬臂翼板引入不同的剪滞翘曲位移函数,利用能量变分法推导出考虑界面相对滑移、钢腹板剪切变形和剪力滞效应的微分方程及均布荷载作用下的解析解。以带有悬臂翼板的单箱双室组合箱梁为例,运用提出的解析法对其剪力滞效应进行分析,并与ANSYS有限元结果对比。结果表明:提出的解析法所得结果与ANSYS空间有限元计算结果吻合良好;界面滑移量和挠度随着滑移刚度的增大而增加,而剪力滞效应则无较明显的变化,因此在一定条件下可忽略滑移刚度对剪力滞效应的影响;混凝土顶板应力随着滑移刚度的增大而增大,且中腹板部位处顶板的剪力滞效应较边腹板部位处大,而钢箱梁底板则与之相反。     

简支槽形梁考虑空间受力的理论解

该文在综合考虑槽形梁的整体弯曲、局部弯曲、剪力滞效应和主梁扭转作用的基础上,用势能驻值原理导出了简支槽形梁在均布荷载作用下的解析解。通过与有限元计算结果的对比,验证了理论解的正确性和适用性。通过算例分析发现:随着高宽比或宽跨比的增大,局部弯曲对道床板纵向正应力的贡献增大;算例采用的截面尺寸剪力滞效应非常明显,槽形梁的宽跨比对道床板的有效宽度系数影响显著;是否考虑主梁扭转对最终的计算结果影响不大。     

高阶剪切变形理论下角铺设层合板的大挠度问题

本文根据Reddy的三阶剪切变形理论,导出了该理论下对称角铺设层合板非线性弯曲问题的控制微分方程组,并在四边固支边界条件下,用摄动法对上述微分方程组进行了求解。针对不同的层合板参数进行了大量的数值计算,并与经典弯曲理论下的结果进行了比较,得到一些有意义的结果。     

A modelling study for moisture diffusivities and moisture transfer coefficients in drying of solid objects

This article presents an effective analytical model for determining the moisture diffusivities and moisture transfer coefficients for solid objects (namely, infinite slab, infinite cylinder, sphere; and also for irregularly shaped objects, by using a shape factor) subject to drying applications in a medium. The unsteady-state moisture diffusion analysis is used on the basis of two important criteria: 0·1 <Bi < 100 and Bi > 100. The drying coefficients and lag factors were employed. The analytical models are then verified using available experimental data taken from the literature. The results show that the method presented here can be used to determine the moisture diffusion coefficients and moisture transfer coefficients for such solid objects in a simple and accurate manner for a variety of drying applications.     

依据规范设计的钢板剪力墙的抗震性能

目前美国钢结构协会(AISC)抗震设计规范纳入了钢板剪力墙(SPSWs)的设计要求。钢板剪力墙由薄钢板中夹着被称为水平边界单元(HBEs)的钢梁和被称为竖直边界单元(VBEs)的钢柱组成。无加劲薄钢板在较低剪力作用下屈曲并发展变形,通过屈服变形达到延性和耗能的目的。HBEs的作用是加劲和提高整体强度,并将屈服局限于薄钢板内。VBEs的作用是促进梁端塑性铰的形成。研究依据规范设计的钢板剪力墙的性能,设计了一系列钢板剪力墙试件,采用不同震级的地面震动反应谱的非线性时程分析对其进行性能研究。研究发现,依据现行规范设计的试件能满足各种地震烈度下最大层间位移的要求,并且在最高地震烈度下最大层间位移比小于5%。由于高阶振型对反应的影响,低层钢板剪力墙的延性要求比高层钢板剪力墙要高。由钢板承担的楼层剪力与由边界框架承担的楼层剪力之比为60%～80%,此比值与板的长宽比和地震烈度无关,而与板的厚度有关。9层或以上钢板剪力墙在低烈度地震下对VBEs的需求比规范计算方法要小很多。     

键合技术中键合胶残余应力检测的实验研究

通过检测受到键合胶残余应力影响的芯片表面的翘曲特征和力学特性,运用泰曼-格林干涉仪与力学实验机相结合,成功地分析了在采用粘胶键合中,粘胶硬化后残余应力对芯片的影响以及产生的原因,对键合胶的选择提出了科学的依据。本文对这种方法进行了理论分析和实验验证。     

Nucleation and growth behavior of β-nucleated iPP during shear induced crystallization investigated by in-situ synchrotron WAXS and SAXS

Polymer crystallization under flow was investigated because final properties of polymers strongly depend on the crystalline structure and morphology formed during processing. In-situ synchrotron WAXS and SAXS were used to investigate the structure formation and morphological developments during quiescent and shear-induced crystallization of iPP with 3 different concentrations (0.01, 0.03 and 0.1 wt%) of β-nucleating agent. Under quiescent conditions, a high β-content was obtained at all those concentrations indicating the high β-nucleating efficiency of the nucleating agent. After application of shear, the β-nucleating ability at small concentration was retained, while at larger concentrations it was strongly retarded. Furthermore, the addition of β-nucleating agent was beneficial for the molecular alignment during processing, the anisotropic particles of β-nucleating agent were much more effective to align the molecular chains in the flow direction compared to isotropic ones. A crystallization scheme for the iPP β-nucleating agent under shear was proposed.     

Effect of shear deformation on interfacial stresses in plated beams subjected to arbitrary loading

Bonding a fibre reinforced polymer (FRP) composite or metallic plate to the soffit of a reinforced concrete (RC), timber or metallic beam can significantly increase its strength and other aspects of structural performance. These hybrid beams are often found to fail due to premature debonding of the plate from the original beam in a brittle manner. This has led to the development of many analytical solutions over the last two decades to quantify the interfacial shear and normal stresses between the adherends. The adherends are subjected to axial, bending and shear deformations. However, most analytical solutions have neglected the influence of shear deformation of the adherends. For the few solutions which consider this effect in an approximate manner, their applicability is limited to one or two specific load cases. This paper presents a general analytical solution for the interfacial stresses in plated beams under an arbitrary loading with the shear deformation of the adherends duly considered. The shear stress distribution is assumed to be parabolic through the depth of the adherends in predicting the interfacial shear stress and Timoshenko's beam theory is adopted in predicting interfacial normal stress to account for the shear deformation. The solution is applicable to a beam of arbitrary prismatic cross-section bonded symmetrically or asymmetrically with a thin or thick plate, both having linear elastic material properties. The effect of shear deformation is illustrated through an example beam. The influence of material and geometric parameters of the adherends and adhesive on the interfacial stress concentrations at the plate end is discussed.