1.
Analytical solution of axi-symmetrical bending of cylindrical shells with functional gradient
功能梯度圆柱壳轴对称弯曲的解析解
2.
Analysis on Bending and Creep Buckling of Symmetrically Viscoelastic Shallow Spherical Shell;
粘弹性材料扁球壳轴对称弯曲和蠕变屈曲分析
3.
A deduction method of normal stress fermula of unsymmetrical bending;
非对称弯曲正应力公式的一种推导方法
4.
Axi-symmetrical Bending of FGMs Cylindrical Shells and Free Vibration of FGMs Cylindrical Shells with Holes
FGMs圆柱壳轴对称弯曲和FGMs开孔圆柱壳自由振动
5.
Exact Solution for Axisymmetric Bending of Functionally Graded Circular Plate Under Elastically Supported Boundary Condition
弹性支承功能梯度圆板轴对称弯曲问题精确解
6.
Ultimate Strength Analysis and Reliability Assessment of Damaged Ship Hulls in Unsymmetrical Bending
破损船体非对称弯曲极限强度分析及可靠性评估
7.
A REFINED DIFFERENTIAL EQUATION OF DISPLACEMENT OF FOURTH ORDER FOR THE AXIAL SYMMETRICAL BENDING PROBLEM OF A CONICAL SHELL AND ITS SOLUTION IN BESSEL FUNCTION
圆锥壳轴对称弯曲问题精确的四阶挠度微分方程和贝塞尔函数解
8.
Bending of the Carbon-Epoxy 45°Symmetric Angle-Ply Laminates
碳/环氧对称45°斜交铺层层合板的弯曲
9.
LONGITUDINAL BUCKLE OF ASYMMETRIC CLADED STAINLESS STEEL PLATES FOR HOT ROLLING
非对称不锈钢热轧复合板材的纵向弯曲
10.
Elastic Flexural-torsional Buckling of Monosymmetric Web-tapered I-beams;
单轴对称楔形工字钢梁的弹性弯扭屈曲
11.
Elastic Flexural-torsional Buckling of Doubly Symmetric Web-tapered I-beams;
双轴对称楔形工字钢梁的弹性弯扭屈曲
12.
Bending analysis of symmetric laminated rectangular plates with middle supports
具有中间支承对称迭层矩形板的弯曲分析
13.
Nonlinear Bending of Shallow Spherical Sandwich Shells Subjected to Axisymmetric Line Load
轴对称线荷载作用下夹层扁球壳的非线性弯曲
14.
An Analytic Calculation Method for the Tooth Root Bending Stress of Asymmetric Plastic Gear
非对称塑料齿轮弯曲应力的解析法计算
15.
The flexural vibration of a circular ring that is of axis symmetry is analyzed and calculated, the solid frequency expression of the flexural vibration is obtained.
对一类轴对称圆环的面内弯曲振动进行了分析计算,给出了圆环面内弯曲振动固有频率表达式。
16.
incapable of or resistant to bending.
不能弯曲或者对弯曲有抵抗力。
17.
The frictional restraint to bending has an effect on bending.
弯曲的摩擦约束力对弯曲有影响。
18.
I have a pair of carbon fiber blades with dynamic tracking problem caused by imbalance of bending stiffness.
我有一付碳纤浆，总是动态双浆，后来发现是弯曲钢度不对称引起的。