水平弯曲钢-混凝土组合箱梁桥的新型梁单元

Iván Campo-Rumoroso, Ó. Ramos-Gutiérrez, Francisco Cambronero-Barrientos
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引用次数: 0

摘要

箱梁截面由于其优异的抗扭性能,通常用于弯曲排列的桥梁设计中。然而,可用于分析这些桥梁的梁单元包括扭转和变形效应是稀缺的,仅限于特定的几何形状。新提出的有限元的目的是为任何对称钢-混凝土组合箱梁桥的分析和设计提供一个工具,无论是直线还是弯曲的组合,包括扭转和畸变效应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
New beam element for horizontally curved steel-concrete composite box girder bridges
Box girder cross-sections are typically used in the design of bridges in curved alignments due to their excellent torsional properties. However, beam elements available for the analysis of those bridges including torsion and distortion effects are scarce and limited to specific geometries. The intend of the new proposed finite element is to provide a tool for the analysis and design of any symmetrical steel-concrete composite box girder bridge in either straight or curved alignment including torsion and distortion effects.
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