1) composite curved beam
复合曲梁
1.
Explicit analytical solution of shearing and radial stresses in the composite curved beams;
复合曲梁中剪应力和径向应力的显式解
2.
Study on normal stress in composite curved beamwith general sectional shape under complicated loads;
一般截面复合曲梁在复杂受力下的正应力研究
3.
Following a procedure similar to that which we used i n studying shearing stresses for curved beams made of one material,the problem of evaluating shearing stresses of composite curved beams is still reduced to one of solving the integral equations.
和单层匀质曲梁相同 ,复合曲梁剪应力的计算仍然可以归结为对积分方程的求解问题 ,通过对积分方程的直接求解 ,可以导出剪应力计算的一般公式 。
2) Thin-walled curved beam of composite materials
薄壁复合曲梁
3) combined curved beam
组合曲梁
1.
On the basis of the formula of bending normal stress of combined curved beam under pure bending condition,the calculation formula of radial stress is futher demonstrated.
在纯弯曲组合曲梁正应力公式的基础上，进一步导出了径向应力的计算公式，并对组合曲梁径向应力对弯曲正应力的影响进行了估算，给出了弯曲正应力公式的适用参考范
2.
The computing formulas of the stress and displacement of the combined curved beam areestablished.
研究了多层金属材料轴瓦，在试验载荷作用下合金层的应力和加载点的位移；建立了组合曲梁的应力和位移计算公式，并和有限元法及电测法的计算结果进行比较，它们之间相差很小，由此证明这些公式完全满足精度要求。
4) compound beam
复合梁
1.
An effective three-point bending test based on compound beam theory is introduced.
介绍了利用复合梁理论测量高速电弧喷涂层弹性模量的方法。
2.
The three-dimensional finite element method is adopted to analyze the mechanical characteristic and its variational trend on the surfaces of the asphalt concrete paving layer with a finite element model and an actual bridge deck model of a compound beam.
采用三维有限元法,分析了复合梁试件模型和实体桥面铺装模型中沥青混凝土铺装层表面的受力特性及其变化趋势。
5) Composite beam
复合梁
1.
Experimental study of interaction between cemented soil and shape steel of shaped steel reinforced cemented soil composite beam;
型钢水泥土复合梁中型钢-水泥土相互作用试验研究
2.
A model for predicting the interface behavior of epoxy asphalt and steel composite beam under negative bending is developed incorporating partial interaction theory.
通过引入一个新参数膜劲度,在部分共同作用原理的基础上,建立了描述钢桥面环氧沥青混凝土铺装复合梁在负弯矩作用下的界面行为模型,用以分析钢-环氧沥青混凝土之间的界面滑移与应变。
3.
Strain distribution along section height of three composite beams with epoxy asphalt surfacing are tested,and static deflection and dynamic deflection at-15～70 ℃ are measured.
首先采用有限元方法分析了正交异性钢桥面铺装的变形特性,然后完成了3根环氧沥青混凝土铺装复合梁试件在弯曲荷载作用下的应变分布测试,以及-15~70℃温度条件下复合梁试件静、动载挠度的测试。
6) composite beams
复合梁
1.
In order to solve the problem of invalidation because of over-loading of high g accelerometer in penetration condition,a high g accelerometer with composite beams and double frames is introduced.
为了解决现有侵彻环境下高g加速度传感器因过载失效的问题,提出了一种复合梁双框架结构的高g压阻加速度计。
补充资料：如此江山 泛曲阿后湖 曲阿词综曲阿词综中，
【诗文】：
依依杨柳，青丝缕、掩映绿波南浦。燕掠横斜，鳞游荡漾，恰是湔裙时序。清泠如许。恍镜影空磨，簟痕密聚。欲问伊人，且自溯洄前渚。并倚木阑无语。到来还、远树遥山，凝眸同睹。雁齿参差，＊流逦迤，多少鸥群鸳侣。最饶闲趣。且酒斟绿蚁，玉杯时举。＊乃一声，移入柳阴深处。西半夜惊罗一首，乃黄 词。 眼儿媚萧萧江上荻花秋一首，乃张孝祥词。堞恋花越女采莲秋水畔一首，乃欧阳修词。相见欢无言独上西楼一首，
【注释】：
【出处】：
依依杨柳，青丝缕、掩映绿波南浦。燕掠横斜，鳞游荡漾，恰是湔裙时序。清泠如许。恍镜影空磨，簟痕密聚。欲问伊人，且自溯洄前渚。并倚木阑无语。到来还、远树遥山，凝眸同睹。雁齿参差，＊流逦迤，多少鸥群鸳侣。最饶闲趣。且酒斟绿蚁，玉杯时举。＊乃一声，移入柳阴深处。西半夜惊罗一首，乃黄 词。 眼儿媚萧萧江上荻花秋一首，乃张孝祥词。堞恋花越女采莲秋水畔一首，乃欧阳修词。相见欢无言独上西楼一首，
【注释】：
【出处】：
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参考词条