| 模数式桥梁伸缩缝疲劳寿命分析与结构优化 |
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| 引用本文： | 丁勇,韩凌霞,吕建华,诸葛萍,王博,俞丹波. 模数式桥梁伸缩缝疲劳寿命分析与结构优化[J]. 中国公路学报, 2021, 34(2): 265-275. DOI: 10.19721/j.cnki.1001-7372.2021.02.015 |
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| 作者姓名： | 丁勇 韩凌霞 吕建华 诸葛萍 王博 俞丹波 |
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| 作者单位： | 1. 宁波大学土木与环境工程学院, 浙江宁波 315211;2. 宁波路宝科技实业集团有限公司, 浙江宁波 315800 |
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| 基金项目： | 国家自然科学基金项目(51808301);浙江省自然科学基金项目(LY19E080009,LQ19E080006);宁波市科技服务业示范项目(2015F1008)。 |
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| 摘 要： | 为提高伸缩缝结构的强度和疲劳寿命,提出了一种考虑移动车轮荷载的伸缩缝结构动力响应计算方法,该方法同时考虑了车轮的竖向与水平冲击荷载,这些冲击荷载作用在内力影响线分析得到的最不利作用点上.在动力分析基础上,采用包含有效缺口应力、雨流计数和线性累计损伤理论的结构疲劳寿命分析方法,评估了模数式伸缩缝的疲劳寿命.针对伸缩缝结构...
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| 关 键 词： | 桥梁工程 桥梁伸缩缝疲劳寿命 数值模拟 模数式桥梁伸缩缝 有效缺口应力 结构优化 |
| 收稿时间： | 2019-11-24 |
Fatigue Life Analysis and Structural Optimization of Modular Bridge Expansion Joint |
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| DING Yong,HAN Ling-xia,LYU Jian-hua,ZHUGE Ping,WANG Bo,YU Dan-bo. Fatigue Life Analysis and Structural Optimization of Modular Bridge Expansion Joint[J]. China Journal of Highway and Transport, 2021, 34(2): 265-275. DOI: 10.19721/j.cnki.1001-7372.2021.02.015 |
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| Authors: | DING Yong HAN Ling-xia LYU Jian-hua ZHUGE Ping WANG Bo YU Dan-bo |
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| Affiliation: | 1. School of Civil and Environmental Engineering, Ningbo University, Ningbo 315211, Zhejiang, China;2. Ningbo Lubao Technology Industry Group Co. Ltd., Ningbo 315800, Zhejiang, China |
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| Abstract: | To improve the strength and fatigue life of Modular bridge expansion joints(MBEJ),a computational method is presented for the dynamic response of the structure under the moving wheel loads,in which both the horizontal and vertical impact loads are considered.These impact loads are applied on the most adverse positions from the analysis of the influence line of the internal forces.Based on the dynamic analysis,the analytical method for the fatigue analysis is proposed including the effective notch stress,rain flow counting,and linear cumulative damage theory.Subsequently,the fatigue life of the MBEJ is calculated.In view of the deficiency of the strength and fatigue life of the expansion joint structure,four structural optimization methods are put forward step by step:①optimizing the weld structure to decrease the stress concentration;②adding a single-rib reinforcement for the center beam to improve the local bending stiffness;③adding a double-rib reinforcement for the center beam to evenly improve the local bending stiffness;and④adding a double-rib reinforcement with transverse connections for the center beam to improve both the bending and torsion stiffness.The analyses of practical examples show that the welded connection between the center and cross beams,and the mid-span of the center beam are vulnerable positions in the typical double-span modular bridge expansion joint.The maximum Mises stress at the welded connection between the center and cross beams exceeds the yield stress of steel Q345,and the fatigue life is considerably less than the 2million required in the Chinese bridge codes.The optimization of weld structure cannot satisfy the strength requirement.The single-and double-rib reinforcement for the center beam can contribute to the MBEJ satisfying the strength requirements;however,it cannot achieve the fatigue life required by the specification.The double-rib reinforcement with transverse connections can satisfy both the strength and fatigue life requirements. |
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| Keywords: | bridge engineering fatigue life of bridge expansion joint numerical simulation modular bridge expansion joint effective notch stress structural optimization |
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