Comparison of 2D and 3D Finite Element Analysis of RC Blocks Culvert Based on Soil-Structure Interaction Using GTS

A. Ajwad
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Abstract

This paper presents a comparison of soil-structure interaction based on 2D and 3D finite element analyses of ‘Reinforced Concrete Box Culvert’ by using the software GTS (Geotechnical and Tunnel Analysis System). For buried Structures like Box Culvert, the soil below the structure is to be simulated by elastic spring while surrounding and overlying soil by superimposed load combinations. GTS is the most advanced software, presenting a new paradigm for Box Culvert and other specific geotechnical structures. It is based on expert analysis and advanced graphic technologies. GTS enables engineers to intuitively generate complex geotechnical models. Such modeling capabilities are armed with strong analytic features, powered by a uniquely developed multi-frontal solver with the fastest analysis speed. The difference in values of forces and moments, between 3D FEA and 2D FEA, has been found to be more in large sections (10ft x 10ft) than in small sections (5ft x 5ft) of Box Culverts.
基于GTS的混凝土砌块涵洞土-结构相互作用二维与三维有限元分析比较
本文利用GTS(岩土工程与隧道分析系统)软件对钢筋混凝土箱涵进行了二维和三维有限元分析,并对土-结构相互作用进行了比较。对于箱涵等埋地结构,结构下土体采用弹性弹簧模拟,周围和上覆土体采用叠加荷载组合模拟。GTS是最先进的软件,为箱涵和其他特定岩土结构提供了新的范例。它是基于专家分析和先进的图形技术。GTS使工程师能够直观地生成复杂的岩土模型。这种建模能力具有强大的分析功能,由独特开发的多正面求解器提供最快的分析速度。在三维有限元分析和二维有限元分析之间,力和力矩值的差异在箱形涵的大截面(10英尺× 10英尺)比小截面(5英尺× 5英尺)更大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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