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Effect of shear connectors distribution and reinforcement layout at grouting pockets on the connection between pre-cast concrete girders and pre-cast deck panels
المؤلفون المشاركون
Zahir, Amr Husayn
Hilal, Khalid Muhammad
Yusuf, Husayn Salah Marzuq
المصدر
Journal of Al-Azhar University Engineering Sector
العدد
المجلد 13، العدد 48 (31 يوليو/تموز 2018)11ص.
الناشر
تاريخ النشر
2018-07-31
دولة النشر
مصر
عدد الصفحات
11
التخصصات الرئيسية
الموضوعات
الملخص EN
-Precast concrete decks have begun to revolutionize the bridge design industry due to their rapid constructability, reduction in overall mobilization and high quality control.
According to international codes it was found that distribution of shear connectors is one of the most important factors that has an effect on the capacity of the connection.
Previous research and design guidelines suggest the use of two different approaches to quantify the required interfacial shear strength, namely based on the maximum compressive forces in the flange at mid-span or the maximum shear flow at the supports.
The research objectives can be summarized in evaluating the structural behavior and load carrying capacity experimentally and analytically for precast girders and precast slabs connected through shear connectors in grouting pockets in the case of regular or concentrated shear connectors distribution at support.
In addition the effect of adding horizontal rebars around the grouting pockets in the deck slab was determined.
Seven composite RC T-beams with 2.00 m span were tested under static loading conditions.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Hilal, Khalid Muhammad& Zahir, Amr Husayn& Yusuf, Husayn Salah Marzuq. 2018. Effect of shear connectors distribution and reinforcement layout at grouting pockets on the connection between pre-cast concrete girders and pre-cast deck panels. Journal of Al-Azhar University Engineering Sector،Vol. 13, no. 48.
https://search.emarefa.net/detail/BIM-918946
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Hilal, Khalid Muhammad…[et al.]. Effect of shear connectors distribution and reinforcement layout at grouting pockets on the connection between pre-cast concrete girders and pre-cast deck panels. Journal of Al-Azhar University Engineering Sector Vol. 13, no. 48 (Jul. 2018).
https://search.emarefa.net/detail/BIM-918946
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Hilal, Khalid Muhammad& Zahir, Amr Husayn& Yusuf, Husayn Salah Marzuq. Effect of shear connectors distribution and reinforcement layout at grouting pockets on the connection between pre-cast concrete girders and pre-cast deck panels. Journal of Al-Azhar University Engineering Sector. 2018. Vol. 13, no. 48.
https://search.emarefa.net/detail/BIM-918946
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-918946
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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