考虑弯曲刚度和承载能力的节段节点界面构型优化

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Li Zhang , Kun Feng , Ruoyang Tang , Chaojie Xiao , Boxue Xu , Jianming Zhou , Chuan He
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引用次数: 0

摘要

接头界面是管片衬砌结构的重要组成部分。然而,目前的设计在很大程度上依赖于类比和经验方法,这往往使节点的承载能力,特别是抗弯刚度和承载能力无法充分发挥。为了解决这一限制,首先,开发了一个精细的3D数值模型,能够对关节进行参数化建模并自动确定其弯曲刚度。其次,建立了以抗弯刚度和承载力为性能指标的多目标优化模型;该模型采用基于遗传算法的方法求解。第三,系统地研究了优化方法的有效性和关键参数的影响。最后,建立了管片衬砌结构的精细化数值模型,以评价接头构型优化对整体结构力学性能的影响。结果表明,所提出的优化方法是非常有效的。单层和双层防水结构的接缝抗弯刚度和承载力的最大增幅分别为16.9%和19.8%,11.0%和11.0%。单、双防水结构节点的抗弯刚度和承载力变化范围分别为- 9.5 ~ 30.5%和- 5 ~ 18.3%,说明对节点界面参数进行优化的必要性。对于单一防水结构的接缝,优化后的抗弯刚度和承载力在轴向力越大或赋予抗弯刚度的权重系数越小时都有较大的提高。随着轴向力的增大,弯曲刚度权重系数对优化结果的影响逐渐减小。对于双防水结构接缝,轴向力对优化结果的影响相对较小。当轴向力和抗弯刚度权重系数均较低或较高时,权重系数对优化结果的影响更为显著。优化节理界面形态可以有效控制衬砌结构变形,径向位移减小幅度为13.91% ~ 52.92%。此外,优化后的局部位置弯矩和节点开度显著减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A genetic algorithm-based approach for optimizing the interface configuration of segmental joints considering bending stiffness and bearing capacity
The joint interface is a critical component of the segment lining structure. However, its current design largely depends on analogy and empirical methods, which often prevent the joints from fully utilizing their load-bearing capacities, specifically, bending stiffness and bearing capacity. To address this limitation, first, a refined 3D numerical model was developed, capable of parametrically modelling the joint and automatically determining its bending stiffness. Second, a multi-objective optimization model was formulated, incorporating both bending stiffness and bearing capacity as performance criteria. This model was solved using a genetic algorithm-based approach. Third, the effectiveness of the optimization method and the influence of key parameters were systematically investigated. Finally, refined numerical models of the segment lining structure were established to evaluate the effects of joint configuration optimization on the mechanical performance of the overall structure. The results demonstrate that the proposed optimization method is highly effective. The maximum increases in bending stiffness and bearing capacity of joints with single and double waterproof structures were 16.9% and 19.8%, and 11.0% and 11.0%, respectively. The variation ranges of bending stiffness and bearing capacity for joints with single and double waterproof structures were −9.5–30.5% and −5–18.3%, respectively, indicating the necessity of optimizing joint interface parameters. For joints with a single waterproof structure, both bending stiffness and bearing capacity exhibit greater improvements after optimization when the axial force is higher or the weight coefficient assigned to bending stiffness is lower. Moreover, the influence of the bending stiffness weight coefficient on the optimization outcomes diminishes as the axial force increases. For joints with double waterproof structures, axial force has a relatively minor influence on the optimization results. When both the axial force and the weight coefficients of bending stiffness are either relatively low or high, the weight coefficient exerts a more significant impact on the optimization outcomes. Optimizing the interface configuration of the segmental joint can effectively control the deformation of the lining structure, with reductions in radial displacement ranging from 13.91% to 52.92%. Additionally, the bending moment and joint opening at the localized position are significantly reduced following optimization.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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