性能优良的塑料化木材

本文介绍了木材塑料化的主要方法，比较了木材塑料化前后的性能，并讨论了其微观结构。     

Birnbaum—Saunders疲劳寿命分布在截尾试验情形的统计分析

本文讨论了Birnbaum-saunders疲劳寿命分布在定数截尾和定时截尾情形参数的点估计和区间估计,对所给点估计作了模拟研究。     

叶片正弯曲对透平静叶栅叶片气动特性影响的实验研究

本文报告了对一种具有常规直叶片和弯曲角分别为＋１０°，＋２０°及＋３０°的弯曲叶片的透平静叶栅的叶片表面静压分布进行实验测量的结果，分析了叶片正弯曲对叶栅叶片气动特性的影响．结果表明对于该典型低展弦比小折转角的透平静叶栅，采用正弯曲叶片在叶片吸力面建立了一个沿叶高方向的“Ｃ”形静压分布，但并没有提高叶栅气动效率．     

摩擦力作用下的接触疲劳试样的应力分析

本文利用三维光弹性方法，对受摩擦力作用的接触疲劳试样进行了研究。分析了不同摩擦系数（切向力）对接触区参数的影响，为进一步研究齿轮啮合过程中的接触应力和滑动摩擦力的综合作用打下了基础。     

连续环形圆薄板弯曲问题的解法

本将连续梁的三弯矩方程概念推广于求解连续环形薄板的弯曲问题，中推得环形板的拟梁三弯矩方程。     

非线性弹性卸载地回弹预测的影响

将弹性模量的变化引入了回弹的计算。因为其代表性，本针对V型弯曲，考查了非线性弹性卸载对回弹预测的影响。     

C1问题无单元法导函数递推公式

针对无单元方法MLS插值函数，采用正交基函数的导函数进行了详细推演，给出适用于薄板弯曲(C^1)问题的无单元方法导函数递推计算公式．     

Gigacycle fatigue behaviors of two SNCM439 steels with different tensile strengths

Gigacycle fatigue behaviors of two SNCM439 steels with different tensile strengthes were experimentally studied by rotating bending tests,to investigate the effects of the tensile strength obtained by different heat treatment processes on very high cycle fatigue failure mechanisms.The material with higher tensile strength of 1 710 MPa exhibited typical gigacycle fatigue failure characteristics,whereas one with lower tensile strength of 1 010 MPa showed only traditional fatigue limit during the tests and no gigacycle failure could be found even when the specimen ran up to more than 10 8 cycles.Metallographic and fractographic analysis were carried out by an optical microscope (OM) and scanning electron microscope (SEM).It showed two different crack initiation mechanisms that for the specimen with lower tensile strength the crack prefers surface initiation and for that with higher strength the crack initiates from subsurface inclusions revealed by a fish-eye like microstructure.     

Flexural rigidity of honeycomb consisting of hexagonal cells

In this study,the flexural rigidity of a honeycomb consisting of regular hexagonal cells is investigated.It is found that the honeycomb bending can not be evaluated by using the equivalent elastic moduli obtained from the in-plane deformation because the moments acting on the inclined cell wall are different for in-plane deformation and bending deformation.Based on the fact that the inclined wall is twisted under the condition of the rotation angle in both connection edges being zero,a theoretical technique for calculating the flexural rigidity of honeycombs is proposed,and the validity of the present analysis is demonstrated by numerical results obtained by BFM.