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1)  three dimensional curved beam
三维曲梁
1.
In this paper, the three dimensional curved beam clement stiffness matrix, and equivalent joint load are derived.
本文推导了三维曲梁的单元刚度矩阵,建立了曲线格子梁模型,并应用于公路曲线桥梁影响面计算;利用动态规划数值解法直接求解车辆荷载在影响面上的加载极值,避免了通常在一维影响线上求得加载极值后,通过粗略的横向分布系数考虑二维加载极值的途径。
2)  quasi-three-dimensional bend beam element
准三维曲梁单元
3)  degenerated 3-D laminated curved beam element
三维退化层合曲梁单元
1.
The finite element analysis on stability of steel pipe |concrete arch by the degenerated 3-D laminated curved beam elements;
钢管砼拱稳定分析的三维退化层合曲梁单元
4)  D beam element
三维梁元
1.
Moreover, based on the hypothesis that sections of the beam are in plane state all around deformation and strains are small, a tangent stiffness matrix of 3D beam element considering geometric nonlinearity is derived.
推出了几何大变形三维梁元的坐标转换矩阵 ,并且给出了大转角位移的计算公式。
5)  three-point bending beam
三点弯曲梁
1.
Experimental study on fracture parameters of three-point bending beam based on smart properties of CFRC;
基于碳纤维混凝土(CFRC)机敏性的三点弯曲梁断裂参数试验研究
2.
Based on the assumption that the rotation point of the notched three-point bending beam under loading is the tip of effective fictitious crack,a new formula for calculating the fracture energy of concrete according to the measured relationship between load and crack-mouth opening displacement(CMOD) of three-point bending beam is proposed.
在采用荷载-裂缝口张开位移曲线确定断裂能思路的启发下,假设带缺口梁旋转点为等效虚拟裂缝的尖端点,根据旋转角和断裂功的概念,推导出了由三点弯曲梁试验测定的荷载-裂缝口张开位移曲线计算断裂能的计算公式,进行了不同高度的三点弯曲梁断裂试验,使用新公式计算了断裂能。
3.
The three-point bending beam fracture test for cement paste and mortar specimens with different strengths,dimensions and initial crack-depth ratios was carried out.
本文针对水泥净浆和水泥砂浆两种灌浆材料,采用三点弯曲梁进行了不同强度、不同尺寸以及不同初始缝高比的断裂试验。
6)  three point bending beam
三点弯曲梁
1.
The paper also studies the function of CFRC in three point bending beam.
还对碳纤维混凝土在三点弯曲梁中的应用进行了研究。
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