Qianqian Liu , Pengfei Song , Xuhao Wang , Haiqiang Guo , Xinmin Gao , Rengbing Liu , Yuan Long
{"title":"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","authors":"Qianqian Liu , Pengfei Song , Xuhao Wang , Haiqiang Guo , Xinmin Gao , Rengbing Liu , Yuan Long","doi":"10.1016/j.istruc.2025.110104","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"81 ","pages":"Article 110104"},"PeriodicalIF":4.3000,"publicationDate":"2025-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Full-scale evaluation of key performance of novel welded connectors in precast airport pavement under fatigue loading\",\"authors\":\"Qianqian Liu , Pengfei Song , Xuhao Wang , Haiqiang Guo , Xinmin Gao , Rengbing Liu , Yuan Long\",\"doi\":\"10.1016/j.istruc.2025.110104\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":\"81 \",\"pages\":\"Article 110104\"},\"PeriodicalIF\":4.3000,\"publicationDate\":\"2025-09-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352012425019198\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425019198","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.