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基于有限元模型的波形钢—钢筋混凝土组合桥面板承载力分析

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随着中国经济高速发展,重型和超载车辆频繁上路,许多桥梁的桥面板因抗剪强度不足,逐渐出现结构损伤和性能衰减的现象.为解决该难题,一些学者开发了一种新型结构,即波形钢-钢筋混凝土组合桥面板.本文通过构建有限元模型对波形钢—钢筋混凝土组合桥面板承载力进行分析,并评估混凝土强度和钢材强度对其力学性能的影响.研究结果表明:所建立的有限元模型能够较好地模拟出组合桥面板的力学行为;混凝土强度和波形钢强度的增强能显著提高组合桥面板试件的承载能力,但提升幅度都会随混凝土的强度和波形钢强度的提高而减小.
Analysis of Bearing Capacity of Wave Steel Reinforced Concrete Composite Bridge Deck Based on Finite Element Model
With the rapid development of China's economy,heavy and overloaded vehicles frequently hit the road,and many bridge decks gradually suffer from structural damage and performance degradation due to insufficient shear strength.To solve this problem,some scholars have developed a new type of structure,namely the corrugated steel reinforced concrete composite bridge deck.This article constructs a finite ele-ment model to analyze the bearing capacity of corrugated steel reinforced concrete composite bridge decks,and evaluates the influence of concrete strength and steel strength on their mechanical properties.The re-search results indicate that the established finite element model can effectively simulate the mechanical be-havior of composite bridge decks;The enhancement of concrete strength and corrugated steel strength can significantly improve the bearing capacity of composite bridge deck specimens,but the magnitude of the improvement will decrease with the increase of concrete strength and corrugated steel strength.

corrugated steel reinforced concrete composite bridge deck panelfinite element methodnu-merical analysis

彭兴宇、谈月月、程棋锋

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厦门中平公路勘察设计院有限公司,福建 厦门 361000

厦门赛茵泰科工程研究院有限公司,福建 厦门 361021

波形钢—钢筋混凝土组合桥面板 有限元 数值分析

2024

辽宁省交通高等专科学校学报
辽宁省交通高等专科学校

辽宁省交通高等专科学校学报

影响因子:0.349
ISSN:1008-3812
年,卷(期):2024.26(6)