Bin Qiang , Dian Lei , Hong Yang , Di Xu , Jia Huang , Lei Wang , Yadong Li
{"title":"高强度钢Q500qE高温力学和蠕变性能试验研究","authors":"Bin Qiang , Dian Lei , Hong Yang , Di Xu , Jia Huang , Lei Wang , Yadong Li","doi":"10.1016/j.jcsr.2025.109732","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigates the high-temperature mechanical properties and creep behavior of high-strength steel (HSS) Q500qE. High-temperature tensile tests (20 °C–700 °C) were conducted to determine reduction factors for yield strength, elastic modulus, ultimate strength, and elongation at break. At 700 °C, yield strength, elastic modulus, and ultimate strength decreased by 80 %, 53 %, and 81 %, respectively, while elongation at break increased by 210 %. New predictive equations with high regression coefficients were developed to estimate these reduction factors. High-temperature creep tests at 400 °C–600 °C under stress ratios of 0.4–1.0 were analyzed using the Norton-Bailey model, calibrated through nonlinear fitting. Results indicate that increasing temperature and stress ratio accelerate creep strain and shorten creep life. At 600 °C, even with a low stress ratio of 0.5, the specimen entered the accelerating creep stage and fractured within 549 min. The proposed predictive equations and calibrated model offer reliable estimates of Q500qE's high-temperature performance, providing valuable guidance for its application in elevated-temperature environments.</div></div>","PeriodicalId":15557,"journal":{"name":"Journal of Constructional Steel Research","volume":"234 ","pages":"Article 109732"},"PeriodicalIF":4.0000,"publicationDate":"2025-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental investigation of high-temperature mechanical and creep properties of high-strength steel Q500qE\",\"authors\":\"Bin Qiang , Dian Lei , Hong Yang , Di Xu , Jia Huang , Lei Wang , Yadong Li\",\"doi\":\"10.1016/j.jcsr.2025.109732\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study investigates the high-temperature mechanical properties and creep behavior of high-strength steel (HSS) Q500qE. High-temperature tensile tests (20 °C–700 °C) were conducted to determine reduction factors for yield strength, elastic modulus, ultimate strength, and elongation at break. At 700 °C, yield strength, elastic modulus, and ultimate strength decreased by 80 %, 53 %, and 81 %, respectively, while elongation at break increased by 210 %. New predictive equations with high regression coefficients were developed to estimate these reduction factors. High-temperature creep tests at 400 °C–600 °C under stress ratios of 0.4–1.0 were analyzed using the Norton-Bailey model, calibrated through nonlinear fitting. Results indicate that increasing temperature and stress ratio accelerate creep strain and shorten creep life. At 600 °C, even with a low stress ratio of 0.5, the specimen entered the accelerating creep stage and fractured within 549 min. The proposed predictive equations and calibrated model offer reliable estimates of Q500qE's high-temperature performance, providing valuable guidance for its application in elevated-temperature environments.</div></div>\",\"PeriodicalId\":15557,\"journal\":{\"name\":\"Journal of Constructional Steel Research\",\"volume\":\"234 \",\"pages\":\"Article 109732\"},\"PeriodicalIF\":4.0000,\"publicationDate\":\"2025-06-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Constructional Steel Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0143974X25004109\",\"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":"Journal of Constructional Steel Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0143974X25004109","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}
Experimental investigation of high-temperature mechanical and creep properties of high-strength steel Q500qE
This study investigates the high-temperature mechanical properties and creep behavior of high-strength steel (HSS) Q500qE. High-temperature tensile tests (20 °C–700 °C) were conducted to determine reduction factors for yield strength, elastic modulus, ultimate strength, and elongation at break. At 700 °C, yield strength, elastic modulus, and ultimate strength decreased by 80 %, 53 %, and 81 %, respectively, while elongation at break increased by 210 %. New predictive equations with high regression coefficients were developed to estimate these reduction factors. High-temperature creep tests at 400 °C–600 °C under stress ratios of 0.4–1.0 were analyzed using the Norton-Bailey model, calibrated through nonlinear fitting. Results indicate that increasing temperature and stress ratio accelerate creep strain and shorten creep life. At 600 °C, even with a low stress ratio of 0.5, the specimen entered the accelerating creep stage and fractured within 549 min. The proposed predictive equations and calibrated model offer reliable estimates of Q500qE's high-temperature performance, providing valuable guidance for its application in elevated-temperature environments.
期刊介绍:
The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.