Experimental Study and Reliability Analysis of Flexural Capacity of RC Beams Reinforced with 600 MPa Grade Steel
المؤلفون المشاركون
Guan, Junfeng
Yao, Xianhua
Zhang, Yulong
Li, Lielie
Liu, Haichao
Han, Ruicong
Xi, Junyi
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-26، 26ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-12-17
دولة النشر
مصر
عدد الصفحات
26
التخصصات الرئيسية
الملخص EN
Flexural capacity of beams reinforced with 400 or 500 MPa grade steel can be accurately estimated by using equations provided in design codes.
Recently, 600 MPa grade steel has evolved in the construction industry, and the applicability of existing equations for this grade of steel should be verified by performing experimental investigation.
By conducting tests on concrete beams reinforced with 600 MPa grade high-strength steel, this study investigates the flexural performance for different concrete strength grades and different reinforcement ratios.
Flexural capacities of concrete beams reinforced with 400 MPa, 500 MPa, and 600 MPa grade steel are analyzed based on equations in various codes and based on experimental studies in the literature.
Furthermore, this study performs reliability analysis and verifies the three design values of 600 MPa grade steel yield strength in relation to the experimental performance and recommends the appropriate design values of 600 MPa grade steel yield strength.
Research results show that when the measured values of yield strength of the steel bars and concrete strength are used, the ratio of the measured failure moment value to the calculated value for various beams based on different codes is nearly 1.0, demonstrating the high degree of fitting.
Finally, the reliability analysis shows that the design yield strength of the 600 MPa grade high-strength steel bars should be taken as 520 MPa.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Yao, Xianhua& Zhang, Yulong& Guan, Junfeng& Li, Lielie& Liu, Haichao& Han, Ruicong…[et al.]. 2020. Experimental Study and Reliability Analysis of Flexural Capacity of RC Beams Reinforced with 600 MPa Grade Steel. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-26.
https://search.emarefa.net/detail/BIM-1125693
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Yao, Xianhua…[et al.]. Experimental Study and Reliability Analysis of Flexural Capacity of RC Beams Reinforced with 600 MPa Grade Steel. Advances in Civil Engineering No. 2020 (2020), pp.1-26.
https://search.emarefa.net/detail/BIM-1125693
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Yao, Xianhua& Zhang, Yulong& Guan, Junfeng& Li, Lielie& Liu, Haichao& Han, Ruicong…[et al.]. Experimental Study and Reliability Analysis of Flexural Capacity of RC Beams Reinforced with 600 MPa Grade Steel. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-26.
https://search.emarefa.net/detail/BIM-1125693
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1125693
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر