A new finite element of spatial thin-walled beams

Based on the theories of Timoshenko＇s beams and Vlasov＇s thin-walled members, a new spatial thin-walled beam element with an interior node is developed. By independently interpolating bending angles and warp, factors such as transverse shear deformation, torsional shear deformation and their Coupling, coupling of flexure and torsion, and second shear stress are considered. According to the generalized variational theory of Hellinger-Reissner, the element stiffness matrix is derived. Examples show that the developed model is accurate and can be applied in the finite element analysis of thinwalled structures.

A geometrical and physical nonlinear finite element model for spatial thin-walled beams with arbitrary section

Based on the theories of Bernoulli-Euler beams and Vlasov's thin-walled members,a new geometrical and physical nonlinear beam element model is developed by applying an interior node in the element and independent interpolations on bending angles and warp,in which factors such as traverse shear deformation,torsional shear deformation and their coupling,coupling of flexure and torsion,and second shear stress are all considered.Thereafter,geometrical nonlinear strain in total Lagarange(TL) and the corresponding stiffness matrix are formulated.Ideal plastic model is applied to physical nonlinearity to comply with the yield rule of Von Mises and incremental relationship of Prandtle-Reuss.Elastoplastic stiffness matrix is derived by numerical integration on the basis of the finite segment method.Examples show that the developed model is feasible in analysis of thin-walled structures with high accuracy.

A new beam element for analyzing geometrical and physical nonlinearity

Based on Timoshenko＇s beam theory and Vlasov＇s thin-walled member theory, a new model of spatial thin-walled beam element is developed for analyzing geometrical and physical nonlinearity, which incorporates an interior node and independent interpolations of bending angles and warp and takes diversified factors into consideration, such as traverse shear deformation, torsional shear deformation and their coupling, coupling of flexure and torsion, and the second shear stress. The geometrical nonlinear strain is formulated in updated Lagarange （UL） and the corresponding stiffness matrix is derived. The perfectly plastic model is used to account for physical nonlinearity, and the yield rule of von Mises and incremental relationship of Prandtle-Reuss are adopted. Elastoplastic stiffness matrix is obtained by numerical integration based on the finite segment method, and a finite element program is compiled. Numerical examples manifest that the proposed model is accurate and feasible in the analysis of thin-walled structures.

道岔区框架桥桥式盾构顶进施工技术

在繁忙运营线下采用桥式盾构法顶进大跨度框架桥,具有行车干扰小的优势;但该工法对地质条件、覆土厚度、顶进后背、盾构制作质量、反拉系统等的要求高,一直较难得到推广。详细介绍九江市琴湖大道下穿铜九、九炼专用线工程采用桥式盾构顶进框架穿越两组道岔的施工,综合利用下滑道、横向钢筋混凝土挡土梁、反拉系统的共同作用,有效地解决了在地质条件不良、穿越道岔群、大跨度框架等不利条件下,盾构顶进施工安全。并提出桥式盾构顶进法今后应向盾构结构模式化、反拉数据准确化、子盾构掘进系统机械化的方向发展。

基于圆环形薄壁截面梁的光纤光栅传感研究

提出将圆环形薄壁截面梁应用于光纤光栅传感,用一个光栅实现了对温度与应力的同时区分测量;对圆环形薄壁截面梁的应变进行了理论与实验分析,结果表明圆环形薄壁截面梁各点应变与该点角度的二倍呈余弦变化关系.

一种新型光纤光栅波长与带宽独立调谐的方法

提出了一种新型的光纤光栅的中心波长与带宽独立调谐的方法。将光纤布拉格光栅(FBG)粘贴于圆环形薄壁截面梁的外表面,通过旋转圆环形薄壁截面梁,即相当于改变光纤光栅的位置来实现中心波长与带宽的独立调谐。实验上得到了6.706 nm准无啁啾的中心波长调谐和5.368 nm的准无中心波长漂移的最大带宽调谐,并且此中心波长和带宽调谐均与拉力呈线性关系,实验结果与理论分析一致。

基于圆环形薄壁截面梁的温度自补偿拉力传感器

提出一种基于圆环形薄壁截面梁的温度自补偿的拉力传感方法。将2个反射波长相同的光纤布拉格光栅(FBG)刚性粘贴于圆环形薄壁截面梁的外表面,其间距为相距90°。当拉力的作用线与其中一个光栅在同一直径上时,2个光栅反射峰的间距与拉力的大小呈线性关系,而对温度变化不敏感,从而实现了温度自补偿的拉力传感。实验中,温度自补偿传感的拉力达到7 kgN。