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Behavior of precast beams joints in bridges
المؤلفون المشاركون
Nabil, Muhammad
Najib, Karim Muhammad
Khalil, Ayman Husayn Husni
المصدر
Journal of al Azhar University : Engineering Sector
العدد
المجلد 11، العدد 39 (30 إبريل/نيسان 2016)، ص ص. 495-506، 12ص.
الناشر
تاريخ النشر
2016-04-30
دولة النشر
مصر
عدد الصفحات
12
التخصصات الرئيسية
الملخص EN
In the last few decades, precast concrete has become strongly recommended for the most types of bridges construction due to time saving, quality control and concrete members consistency.
In bridges construction, precast concrete elements are connected together in order to achieve bridge deck integrity and stability; joints between these elements shall be able to transmit all internal forces due to service loads safely.
The presented paper introduces an experimental study of the performance of stitching joint between precast beams and determines if this detail could generate a precast deck system that could emulate the monolithic cast-in-place deck systems without any advantages to stitching concrete joint over monolithic one regarding material properties.
In this respect, an experimental program was conducted on six specimens which were tested to failure under a static vertical load.
Three specimens of monolithic cast-in-place beam to beam connection and three specimens of precast beams with stitching joints were tested using three different positions of vertical load to simulate flexural tension or diagonal tension shear failures.
Results obtained by experimental work indicated that stitching joints have a reduced flexural capacity compared with monolithic joints, while two types of joints have the same shear capacity
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Khalil, Ayman Husayn Husni& Nabil, Muhammad& Najib, Karim Muhammad. 2016. Behavior of precast beams joints in bridges. Journal of al Azhar University : Engineering Sector،Vol. 11, no. 39, pp.495-506.
https://search.emarefa.net/detail/BIM-855782
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Khalil, Ayman Husayn Husni…[et al.]. Behavior of precast beams joints in bridges. Journal of al Azhar University : Engineering Sector Vol. 11, no. 39 (Apr. 2016), pp.495-506.
https://search.emarefa.net/detail/BIM-855782
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Khalil, Ayman Husayn Husni& Nabil, Muhammad& Najib, Karim Muhammad. Behavior of precast beams joints in bridges. Journal of al Azhar University : Engineering Sector. 2016. Vol. 11, no. 39, pp.495-506.
https://search.emarefa.net/detail/BIM-855782
نوع البيانات
مقالات
لغة النص
الإنجليزية
رقم السجل
BIM-855782
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
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