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Full-Scale Experimental Investigation of the Static and Dynamic Stiffness of Prestressed Concrete Girders
المؤلفون المشاركون
Zhou, Yongjun
Zhao, Yu
Yao, Hengying
Jing, Yuan
المصدر
العدد
المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-13، 13ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2019-12-04
دولة النشر
مصر
عدد الصفحات
13
التخصصات الرئيسية
الملخص EN
Cracking damage influences the stiffness of the girders.
Many articles in the literatures have studied the development of stiffness of the scale-down model; however, full-scale model testing cannot be completely replaced by scale-down testing because of material component characteristics and boundary effects.
This paper deals with the effects of cracking damage on the structural static and dynamic stiffness based on three prestressed concrete (PC) girders which were removed from an old bridge.
First, the equivalent flexural rigidity of cracked prestressed concrete girder was assessed using the measured load-deflection response under cycles of loading and unloading.
Then, after unloading, the frequencies were measured on the PC girders supported by the elastomeric bearings.
Next, the development of frequency under different damage was studied, and finally, the dynamic stiffness of PC girders with cracks was assessed.
The results indicate that the first frequency is more sensitive to the cracking of concrete compared with the second frequency and that the mode shapes are not sensitive to girder damage.
The test girders cannot be simplified as an ideal simply supported beam for the purpose of identifying frequencies.
In addition, the “final” (the end of the ultimate load case) equivalent flexural rigidity of the girders is 30% of the “initial” (the beginning of the first load case) equivalent flexural rigidity, compared with 50% in the scale-down test; and the final dynamic stiffness is approximately 84% of the initial dynamic stiffness, whereas the scale-down test is 72%.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Zhou, Yongjun& Zhao, Yu& Yao, Hengying& Jing, Yuan. 2019. Full-Scale Experimental Investigation of the Static and Dynamic Stiffness of Prestressed Concrete Girders. Shock and Vibration،Vol. 2019, no. 2019, pp.1-13.
https://search.emarefa.net/detail/BIM-1211544
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Zhou, Yongjun…[et al.]. Full-Scale Experimental Investigation of the Static and Dynamic Stiffness of Prestressed Concrete Girders. Shock and Vibration No. 2019 (2019), pp.1-13.
https://search.emarefa.net/detail/BIM-1211544
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Zhou, Yongjun& Zhao, Yu& Yao, Hengying& Jing, Yuan. Full-Scale Experimental Investigation of the Static and Dynamic Stiffness of Prestressed Concrete Girders. Shock and Vibration. 2019. Vol. 2019, no. 2019, pp.1-13.
https://search.emarefa.net/detail/BIM-1211544
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1211544
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