1) Simply Supported Beam of Variable Cross-section
变截面简支梁
1.
In connection with machining of the stepped shaft,establishes a mechanics model of bending deflection,deduces a universal formula-an equation of deflective skew curve-for simply supported beam of variable cross-section bending deflection by integral calculus.
针对阶梯轴的切削加工,建立了弯曲变形的力学模型,应用积分法求出变截面简支梁弯曲变形的通用表达式-变形挠曲线方程,并用于零件加工的实际计算。
2) simple beam with cross-section
等截面简支梁
3) simply supported compound beams with rectangular cross-section
简支矩形截面组合梁
1.
Natural frequency of transverse vibration of simply supported compound beams with rectangular cross-section;
简支矩形截面组合梁横向振动的固有频率
4) simple supporting T beam of 50 m equality section
50m等截面简支T梁
5) variable section beam
变截面梁
1.
The transfer matrix method for the bending and stability of the variable section beams with shear deformation is presented.
提出了考虑剪切变形时变截面梁弯曲和稳定计算的传递矩阵法。
2.
The element stiffness matrix of this variable section beam is derived based on principle of virtual displacement.
对圆锥形变截面梁单元进行了分析，采用有理函数的位移模式，利用虚位移原理，推导出该变截面梁单元的刚度矩阵。
3.
Moreover,according to this method,the deflection curve equation of other kinds of variable section beam will be also carried out.
本文利用积分法求出了变截面悬臂梁在各种不同载荷作用下的挠曲线方程，而对于其它类型的变截面梁，都可以按照这种方法去求解。
6) non-uniform beam
变截面梁
1.
In order to calculate rationally the shear stresses in prestressed concrete box beams with variable cross section and reflect objectively their distribution, general formulas for shear stresses of arbitrary non-uniform beams are derived.
为了合理计算预应力混凝土变截面箱形梁的剪应力,客观反映其应力分布状况,首先推导了任意变截面梁剪应力计算的一般公式,在此基础上,考虑箱形梁的梁高、底板厚度、腹板厚度沿跨度的变化,导出了变截面箱形梁的剪应力实用计算公式。
2.
Based on the method of integration operators, a new method of computing equivalent nodal forces and inner forces for prestressed non-uniform beams is presented in this paper.
将积分算子法用于变截面梁预应力问题的计算,提出了一种新型计算方法。
补充资料：一支
1.犹一条。常指河流或山脉的支派。 2.各种学派﹑流派或宗族的支派，亦名一支。 3.一肢。支，肢。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条