1) laminated beam
叠层梁
1.
Calculation formulas for stress of laminated beam under bending experiment
叠层梁弯曲实验的应力计算公式
2.
A composite laminated beam is considered to be in a state of plane stress,the analytical solutions of frequencies and modal functions of a composite orthogonal and anisotropic laminated beam with simply-supported boundary condition are obtained by elasticity theory.
用平面应力模型来模拟复合材料叠层梁,得到了正交各向异性叠层梁的频率和模态函数,并用间接模态叠加法(IMSM)求得了叠层梁的瞬态响应。
3.
Based on generalizing the structure characteristics of bridge asphalt pavement,the laminated beam model is developed as for bridge asphalt pavement.
在分析总结桥面铺装结构承载特性的基础上,提出采用叠层梁作为桥面沥青铺装层间应力计算的简化模型。
2) bilayer superposed beam
双层叠梁
3) deep laminated beam
叠层深梁
4) continuous laminated beam
叠层连续梁
5) simple suppor beam
简支叠层梁
6) bi-layer beams model
双层叠合梁
1.
By adjusting the coefficients of horizontal shear and uniaxial tension-compression effects,the sectional inner forces of asphalt overlay obtained with bi-layer beams model agrees well with that based upon plane model.
研究比较了3维有限元模型、平面有限元模型和弹性地基上双层叠合梁模型在分析旧混凝土路面上沥青加铺层温度应力的适用性,指出加铺层路面结构变形视二垂直方向变形之叠加是可行的。
补充资料:层岩叠壑图
中国画。清代髡残作。纸本立轴。浅设色。画面景物繁复。上方左角大江浩淼,帆影依稀;右角山峰高峻,瀑流奔壑,山径左曲,至中幅复右折。近景绿树掩映,茅屋临溪。笔法苍秀醇厚,有雄奇磊落之致。
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