1) one-way crooked beam
单向曲梁
2) curved beam element
曲梁单元
1.
The trigonometric function is introduced as element s displacement function,and a novel curved beam element is derived using equilibrium equation.
采用三角位移函数,基于平衡法推导了一种新型曲梁单元。
2.
In this paper, progress on curved beam elements is summarized.
综述了曲梁单元的发展 。
3.
There is the specification of the displacement function, shear and membrane locking, nonlinear analysis of curved beam element.
综述了系杆拱桥稳定性研究状况，特别分析了曲梁单元形函数选取，消除剪切与薄膜力闭锁、非线性分析的研究进展。
3) two way curve sill
双向曲梁
1.
In view of the two structure schemes——one way straight sill and two way curve sill——for the large underframe on Schnabel car type D 38 ,the finite element analysis model is set up,and analysis is made comprehensively from such aspects as strength,rigidity and dead weight.
针对Ｄ３８型钳夹车大底架的单向直梁和双向曲梁２种结构方案，建立了有限元分析模型，从强度、刚度、自重等方面进行了综合分析。
4) one way straight sill
单向直梁
1.
In view of the two structure schemes——one way straight sill and two way curve sill——for the large underframe on Schnabel car type D 38 ,the finite element analysis model is set up,and analysis is made comprehensively from such aspects as strength,rigidity and dead weight.
针对Ｄ３８型钳夹车大底架的单向直梁和双向曲梁２种结构方案，建立了有限元分析模型，从强度、刚度、自重等方面进行了综合分析。
6) transverse beam element
横向梁单元
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】：
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