{"title":"超高性能混凝土梁柱结构连接节点全尺寸试验性能研究","authors":"Krairerk Aiamsri , Teerasak Yaowarat , Suksun Horpibulsuk , Apichat Suddeepong , Apinun Buritatum , Artit Udomchai , Kirati Nitichote","doi":"10.1016/j.dibe.2025.100682","DOIUrl":null,"url":null,"abstract":"<div><div>This study examines the application of Ultra-High Performance Concrete (UHPC) in precast beam-column joints to improve structural performance. The studied joints included both adequately and inadequately reinforced conditions (strong and weak joints), constructed using UHPC and deformed rebars. The strong joints allowed the rebars to reach their yield strength under the design bending moment, effectively transferring loads and maintaining structural integrity during service conditions. These well-detailed joints exhibited ductile failure behavior, which is a desired characteristic in reinforced concrete design. In contrast, the weak joints experienced premature and brittle failures, underscoring the importance of proper detailing and reinforcement length. Finally, a practical design scheme was developed to determine the appropriate rebar lengths in UHPC connections to ensure structural integrity and safety. Overall, the integration of UHPC into precast concrete joints significantly enhanced bond performance, improved load transfer mechanisms, and contributed to more resilient and reliable construction practices.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"22 ","pages":"Article 100682"},"PeriodicalIF":6.2000,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Performance of connection joints of beam-column structure using Ultra-high-performance concrete under full-scale tests\",\"authors\":\"Krairerk Aiamsri , Teerasak Yaowarat , Suksun Horpibulsuk , Apichat Suddeepong , Apinun Buritatum , Artit Udomchai , Kirati Nitichote\",\"doi\":\"10.1016/j.dibe.2025.100682\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study examines the application of Ultra-High Performance Concrete (UHPC) in precast beam-column joints to improve structural performance. The studied joints included both adequately and inadequately reinforced conditions (strong and weak joints), constructed using UHPC and deformed rebars. The strong joints allowed the rebars to reach their yield strength under the design bending moment, effectively transferring loads and maintaining structural integrity during service conditions. These well-detailed joints exhibited ductile failure behavior, which is a desired characteristic in reinforced concrete design. In contrast, the weak joints experienced premature and brittle failures, underscoring the importance of proper detailing and reinforcement length. Finally, a practical design scheme was developed to determine the appropriate rebar lengths in UHPC connections to ensure structural integrity and safety. Overall, the integration of UHPC into precast concrete joints significantly enhanced bond performance, improved load transfer mechanisms, and contributed to more resilient and reliable construction practices.</div></div>\",\"PeriodicalId\":34137,\"journal\":{\"name\":\"Developments in the Built Environment\",\"volume\":\"22 \",\"pages\":\"Article 100682\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Developments in the Built Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2666165925000821\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Developments in the Built Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2666165925000821","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Performance of connection joints of beam-column structure using Ultra-high-performance concrete under full-scale tests
This study examines the application of Ultra-High Performance Concrete (UHPC) in precast beam-column joints to improve structural performance. The studied joints included both adequately and inadequately reinforced conditions (strong and weak joints), constructed using UHPC and deformed rebars. The strong joints allowed the rebars to reach their yield strength under the design bending moment, effectively transferring loads and maintaining structural integrity during service conditions. These well-detailed joints exhibited ductile failure behavior, which is a desired characteristic in reinforced concrete design. In contrast, the weak joints experienced premature and brittle failures, underscoring the importance of proper detailing and reinforcement length. Finally, a practical design scheme was developed to determine the appropriate rebar lengths in UHPC connections to ensure structural integrity and safety. Overall, the integration of UHPC into precast concrete joints significantly enhanced bond performance, improved load transfer mechanisms, and contributed to more resilient and reliable construction practices.
期刊介绍:
Developments in the Built Environment (DIBE) is a recently established peer-reviewed gold open access journal, ensuring that all accepted articles are permanently and freely accessible. Focused on civil engineering and the built environment, DIBE publishes original papers and short communications. Encompassing topics such as construction materials and building sustainability, the journal adopts a holistic approach with the aim of benefiting the community.