机场预制路面新型焊接连接件疲劳载荷下关键性能的全面评价

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Qianqian Liu , Pengfei Song , Xuhao Wang , Haiqiang Guo , Xinmin Gao , Rengbing Liu , Yuan Long
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引用次数: 0

摘要

预制混凝土系统具有环境可持续性和快速施工的特点,在加快机场路面建设和维护方面具有巨大的潜力。薄预制板固有的低厚度尺寸比导致节点界面的局部应力集中,使得节点的结构和力学性能对预制机场路面的长期使用能力至关重要。本研究介绍了两种优化的快速组装和拆卸的焊接连接器。使用ABAQUS开发了一个全尺寸实验结构,可以系统地比较分析刚性和柔性基础的载荷传递效率(LTE)退化、疲劳寿命和失效模式。为了进一步验证两种连接器的LTE性能,在现场测试段进行了重载偏转计(HWD)测试。结果表明,在实验室静态测试下,连接器a和连接器b的最大LTE分别为100 %和43.7 %,而现场测试的平均LTE为79 %和52 %,表明连接器a的负载传递性能明显优于连接器a。疲劳测试结果表明,柔性底座下连接器a的LTE从100% %下降到20% %,连接器b的LTE从43.7% %下降到15.8% %,而刚性底座下两种连接器的LTE都保持稳定。相应地,连接器a承受了10万次循环而没有断裂,而连接器b在刚性底座上承受了5万次循环而在柔性底座上承受了6 000次循环。两个连接件都是通过杆断裂而不是焊接开裂而失效的,在LTE较差的低刚度基础下,裂缝局限于加载侧,而在LTE增强条件下,裂缝转移到卸载侧。研究结果为预制机场路面接缝设计提供了可操作的指导方针,优先使用连接器a,并倡导高刚度基础,以减轻LTE退化和延长使用寿命。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Full-scale evaluation of key performance of novel welded connectors in precast airport pavement under fatigue loading
Precast concrete systems, characterized by their environmental sustainability and rapid construction, demonstrate significant potential for expedited airport pavement construction and maintenance. The inherent low thickness-to-size ratio of the thin precast slab leads to localized stress concentrations at joint interfaces, making the configuration and mechanical performance of joints critically govern the long-term serviceability of precast airport pavements. This study introduced two welded connectors optimized for rapid assembly and disassembly. A full-scale experimental structure was developed using ABAQUS, enabling systematic comparative analysis of load transfer efficiency (LTE) degradation, fatigue life, and failure modes across rigid and flexible base. To further validate the operational LTE of both connectors, heavy weight deflectometer (HWD) testing was conducted on the field test section. Results demonstrated that under laboratory static testing, the maximum LTE for connector-A and connector-B were 100 % and 43.7 %, respectively, while field testing yielded average LTE of 79 % and 52 %, indicating significantly superior load transfer performance of connector-A. Fatigue test results indicated that LTE for connector-A under flexible base degraded from 100 % to 20 %, and connector-B degraded from 43.7 % to 15.8 %, whereas rigid base maintained stable LTE for both connectors. Correspondingly, connector-A endured 100,000 cycles without fracture, contrasting with connector-B's failure at 50 000 cycles on rigid base and 6 000 cycles on flexible base. Both connectors failed via rod fracture rather than weld cracking, with fractures localized on the loaded side under low-stiffness bases with poor LTE and shifting to the unloaded side under enhanced LTE conditions. The findings provided actionable guidelines for precast airport pavement joint design, prioritizing the use of connector-A and advocating for high-stiffness base to mitigate LTE degradation and extend service life.
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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