Experimental investigation of the thermally induced vibration of a space boom section

Thermally induced vibration(TIV)is a typical failure of large-scale space structures.This paper reports a laboratory experiment that aims to investigate this unusual structural behavior of complex engineering structures.With the help of a Fourier finite element program,the fixing of a space boom section is well designed so that the TIV can be successfully observed.Although the observed torsional vibration mode is different from the bending vibration mode predicted by the classic theory based on a simple beam model,it can be successfully explained by the general thermal structural interaction theory.This demonstrates the validity of the theoretical model and the necessity of using finite element program to analyze complex engineering structures.     

彩色胶片护膜层的XPS研究

应用XPS技术,对几种彩色胶片的护膜层(表面层)结构组成进行了研究。结果表明,这几种彩色胶片均含有机硅化物,F-400胶片可能具有双层护膜结构。     

关于Robinson序列引理的注记

The Infintesimal Prolongation Theorem is extended from sequences to nets in k-saturated nonstandard model. As its application, a main property about the topology of uniform convergence is proved. The proof is much simpler than it was; meanwhile, the nonstandard characteristics of convergence with respect to u.c. topology are given.     

STRENGTH CRITERION FOR PLAIN CONCRETE UNDER MULTIAXIAL STRESS BASED ON DAMAGE POISSON’S RATIO

A new unified strength criterion in the principal stress space has been proposedfor use with normal strength concrete (NC) and high strength concrete (HSC) in compression-compression-tension, compression-tension-tension, triaxial tension, and biaxial stress states. Thestudy covers concrete with strengths ranging from 20 to 130 MPa. The conception of damagePoisson's ratio is defined and the expression for damage Poisson's ratio is determined basically.The failure mechanism of concrete is illustrated, which points out that damage Poisson's ratiois the key to determining the failure of concrete. Furthermore, for the concrete under biaxialstress conditions, the unified strength criterion is simplified and a simplified strength criterion inthe form of curves is also proposed. The strength criterion is physically meaningful and easy tocalculate, which can be applied to analytic solution and numerical solution of concrete structures.     

聚合硅酸硫酸铁和聚合硫酸铁处理黄河水的效果及其絮体特性研究

采用聚合硅酸硫酸铁(PFSS)和聚合硫酸铁(PFS)两种无机高分子混凝剂处理黄河水,考察了两种混凝剂对浊度和UV254的去除效果,并结合混凝过程中絮体zeta电位的变化,分析了两种混凝剂的混凝机理.通过激光粒度仪在线观察混凝过程中絮体的生长情况,发现PFSS比PFS生成的絮体生长速度快,尺寸大.对形成的絮体施加不同强度的剪切力,通过观察絮体粒径的变化来比较絮体的强度,发现PFSS生成的絮体强度较大.研究了在不同剪切强度和不同剪切时间下絮体的破碎程度和絮体的恢复能力(分别以破碎因子Bf和恢复因子Rf表示),发现在强剪切力和长剪切时间下Bf和Rf均较大;在相同条件下PFSS生成絮体的Bf较小而PFS生成絮体的Rf较大,这表明前者的抗剪切能力较强,而后者具有更强的再生能力.     

Direct electrochemistry and electrocatalysis of myoglobin in dodecyltrimethylammonium bromide film modified carbon ceramic electrode

Direct electrochemistry and electrocatalysis of myoglobin（Mb） were studied with Mb immobilized on dodecyltrimethylammonium bromide（DTAB） film modified carbon ceramic（CC） electrode.Cyclic voltammetry showed a pair of well-defined and nearly reversible redox peaks of Mb（Fe^Ⅱ/Fe^Ⅲ） at about—0.3 V vs.SCE（pH = 6.98）.The currents of the redox peak were linear to scan rate,and rate constant（Ks） was estimated to be 3.03 s^-1.The formal potential（E°’） of Mb in the DTAB/CC electrodes shifted linearly with pH with a slope of -36.44 mV/pH,implying that the electron transfer between DTAB and CC electrodes is accompanied by proton transportation.The immobilized Mb exhibited excellent electrocatalytic response to the reduction of hydrogen peroxide（H₂O₂）.     

上覆单相弹性层的饱和地基上弹性圆板轴对称竖向振动分析

基于弹性层和饱和土半空间轴对称弹性波动方程，运用Hankel积分变换方法，得到它们在变换空间内的解．进而由层间完全接触条件及圆板底面的混合边值条件，构造一组描述上覆单相弹性层的饱和地基上弹性圆板轴对称竖向振动的对偶积分方程．将该对偶积分方程化为易于数值计算的第二类Fredholm积分方程，求得地基表面动力柔度系数随无量纲频率的变化曲线及弹性圆板的相对位移幅值．     

PROPERTIES AND ALGORITHM ON PRECONDITIONED CONJUGATE GRADIENT METHOD

Some properties of the preconditioned gradient conjugate method are given.It may happen that loss of significant digits, when the norm of residual is very small. Toavoid this, a variant algorithm which does not use the residual is put forward.     

型钢混凝土粘结滑移力学性能研究及基本问题

根据国内外关于型钢混凝土粘结性能的理论和试验研究成果， 对型钢混凝土粘结滑移力学性能的研究发展和现状进行了全面地综述 分析.首先，阐述了型钢混凝土粘结滑移性能研究的主要问题及理论 和实际意义；其次，介绍了型钢混凝土粘结滑移的基本概念、基本方 程、基本机理及相关理论，并详尽概括了型钢混凝土粘结滑移性能研 究的发展和已有成果，对现有研究的不足以及亟待解决的问题和研究 前景进行了分析和总结.本文着重介绍了型钢混凝土粘结强度的国内 外研究现状，并对型钢混凝土粘结滑移本构关系研究中目前存在的问 题进行了综合分析.     

THE SOLUTION TO THE DESTABILIZING CRITICAL LOAD OF CIRCULAR DOUBLE ARTICULATED ARCH UNDER GOING VERTICAL DISTRIBUTIVE LOAD g_0/cos~2θ

ｎｔｒｏｄｕｃｔｉｏｎＢｙｃｏｎｔｒａｓｔｔｏｏｔｈｅｒｄｉｓｔｒｉｂｕｔｉｖｅｌｏａｄｉｎｇａｃｔｉｏｎｓ,ｔｈｅｓｔａｂｌｅｐｒｏｂｌｅｍｏｆａｒｃｈｕｎｄｅｒｇｏｉｎｇｖｅｒｔｉｃａｌｄｉｓｔｒｉｂｕｔｉｖｅｌｏａｄｉｎｇａｃｔｉｏｎｉｓｍｏｒ...