预应变对中碳钢扭转疲劳特性的影响

应用扭转疲劳试验机对退火后的非预应变45#钢及其3种预应变材料进行 实验. 实验结果表明：预应变量小于5%时,与非预应变材料相比疲劳极限降低10\%; 预应变量大于5{%}时,随着预应变量的增加,其疲劳极限有恢复的趋势,当预应变量达到 8%时,预应变材料与非预应变材料的疲劳极限几乎相等;当循环应力达到1*10^7$时,各种试件表面都有明显的停留裂纹存在.     

Stability and initial postbuckling behavior of anisotropic cylindrical shells subject to torsion

The paper presents an analytical solution describing the stability and postbuckling behavior of a cylindrical shell made of an anisotropic material with one plane of symmetry and subjected to torques at the ends. The solution is found using Koiter's buckling theory and the Donnell-Mushtari-Vlasov theory of anisotropic shells. The force and deflection functions are approximated by trigonometric series that satisfy hinged boundary conditions. The system of algebraic equations to which the problem is reduced at the main stage of solution is analyzed. Specific results on stability and sensitivity to imperfections of boron-plastic shells consisting of layers with different reinforcement directions are obtained __________ Translated from Prikladnaya Mekhanika, Vol. 44, No. 1, pp. 48–73, January 2008.     

Tension–torsion fracture experiments—Part I: Experiments and a procedure to evaluate the equivalent plastic strain

Ductile failure experiments on a double notched tube (DNT) specimen subjected to a combination of tensile load and torque that was applied at a fixed ratio is presented. The experimental results extend those in Barsoum and Faleskog (2007a) down to zero stress triaxiality. A new and robust evaluation procedure for such tests is proposed, and a simple relation for the equivalent plastic strain at failure for combined normal and shear deformation, respectively, is developed. Tests were carried out on the medium strength medium hardening steel Weldox 420, and the high strength low hardening steel Weldox 960. The experimental results unanimously show that ductile failure not only depends on stress triaxiality, but is also strongly affected by the type of deviatoric stress state that prevails, which can be quantified by a stress invariant that discriminates between axisymmetric stressing and shear dominated stressing, e.g., the Lode parameter. Additional experiments on round notch bar (RNB) specimens are recapitulated in order to give a comprehensive account on how ductile failure depends on stress triaxiality, ranging from zero to more than 1.6, and the type of stress state for the two materials tested. This provides an extensive experimental data base that will be used to explore an extension of the Gurson model that incorporates damage development in shear presented in Xue et al. (2013) (Part II).     

三维欧氏空间中的几类特殊球面曲线

利用曲线的球面活动标架,通过解微分方程,给出了三维欧氏空间中几类特殊球面曲线的特征和分类.     

偏压薄壁杆稳定计算的有限杆元法

根据能量原理,综合三次B样条函数、有限单元法和经典Vlasov薄壁杆理论的优点,提出偏压薄壁杆稳定计算的有限杆元法．推导和求解过程中,同时考虑了截面扭转、翘曲和杆中面上剪应变的影响,可适用求解常用边界条件,任意截面形状的薄壁杆特征值问题．与经典方法比较显示着该文计算方法的有效性．     

圆中空夹层钢管混凝土压扭构件试验研究

以轴压比和长细比为主要参数设计了7根圆中空夹层钢管混凝土试件,为了便于对比分析,同时设计了2根圆实心钢管混凝土试件,对其在压扭复合受力状态下的力学性能进行了试验研究。对试验现象和试验结果进行了描述与分析,结果表明:圆中空夹层钢管混凝土压扭构件的扭矩-转角全过程曲线未出现下降段,试件表现出一定的后期承载潜力,具有较好的塑性和延性性能;钢管对混凝土的约束效应在加载后期更为显著;轴压比、长细比和空心率对压扭试件的初始刚度影响不大,但轴压比和长细比对试件的抗扭承载力有一定影响。最后,采用压扭构件承载力相关方程对圆中空夹层钢管混凝土压扭构件的抗扭承载力进行了计算,计算结果与试验结果基本接近且总体偏于安全,可为工程设计提供参考。     

镁合金的阻尼性能研究

本文对铸态纯镁及Mg-Zr合金的阻尼性能随Zr含量、频率、应变振幅和温度的变化进行了研究.结果表明,Zr含量对阻尼性能有较大影响.纯镁及Mg-Zr合金的内耗Q-1随着频率(3×10-3～5 Hz)的增加而下降,随着应变振幅的增加而增大,随着温度的升高而增大并出现内耗峰.     

格序群的极小扭类,准素扭类和极扭类

本文给出了格序群的扭类是准素扭类的一个充分必要条件，证明了任一非零扭类至少包含一个极小扭类，从而将文〔１〕和〔２〕中在有限制条件情况下的有关结论推广到无任何限制条件的情形。本文还给出了一个扭类是极扭类的几个充分必要条件，并得到了格序群的极扭类、准素扭类和极小扭类之间的关系。     

Explicit weight two motivic cohomology complexes and algebraicK-theory

Beilinsonet al.'s motivic cohomology complex is related to a motivic complex (considered earlier by Lichtenbaum) formed using groups related to the scissors congruence groups. This involves an algebraic study of configurations of lines in projective spaces. One thereby obtains a more precise relationship between the cohomology of Beilinson's complex and lower dimensionalK-groups. Most of the proofs omitted in Beilinsonet al. are supplied here. There is also a list of certain torsional elements of the thirdK-group for fields between the rationals and the real cyclotomics.     

挠自由模的秩

本文讨论了无单位元环上挠自由模的极大无关子集,证明了左 ore 整环上挠自由模的极大无关子集都有相同的势,推广了文献的许多结果.