Finite element analysis of rc deep beams under an eccentric load
العناوين الأخرى
تحليل العتبات الخرسانية العميقة تحت تأثير الأحمال غير المركزية باستخدام طريقة العناصر المحددة
المؤلفون المشاركون
Mahmud, Bashshar Abd al-Azim
Muhammad, Khalaf Ibrahim
المصدر
Tikrit Journal of Engineering Sciences
العدد
المجلد 26، العدد 1 (31 مارس/آذار 2019)، ص ص. 41-50، 10ص.
الناشر
تاريخ النشر
2019-03-31
دولة النشر
العراق
عدد الصفحات
10
التخصصات الرئيسية
الموضوعات
الملخص EN
This study investigates the effect of the load eccentricity on thedeep beams, in terms of failure load and failure mode, using ANSYS nonlinear finite element program.
Three RC deep beams with shear span to depth ratios, varying from 0.91 to 1.67 are modeled.
A comparison between the experimental and numerical results, under central load, showed approximately full matching between them.
This had been done in order to ensure that the model was represented properly.
The used model for investigating the behavior of the RC deep beams under an eccentric load with various heights of beams showed that under eccentric load there was a significant reduction in the failure load.
Increasing the beams height cause of an increase (gradually) of the failure load with the incremental increases of the height, also there was a clear reduction in the failure load due to eccentricity.
For the load eccentricity value 50 mm all the beams of different heights possess the same failure load and all of them failed due to concrete crushing at the beam compression This study investigates the effect of the load eccentricity on thedeep beams, in terms of failure load and failure mode, using ANSYS nonlinear finite element program.
Three RC deep beams with shear span to depth ratios, varying from 0.91 to 1.67 are modeled.
A comparison between the experimental and numerical results, under central load, showed approximately full matching between them.
This had been done in order to ensure that the model was represented properly.
The used model for investigating the behavior of the RC deep beams under an eccentric load with various heights of beams showed that under eccentric load there was a significant reduction in the failure load.
Increasing the beams height cause of an increase (gradually) of the failure load with the incremental increases of the height, also there was a clear reduction in the failure load due to eccentricity.
For the load eccentricity value 50 mm all the beams of different heights possess the same failure load and all of them failed due to concrete crushing at the beam compression face.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Mahmud, Bashshar Abd al-Azim& Muhammad, Khalaf Ibrahim. 2019. Finite element analysis of rc deep beams under an eccentric load. Tikrit Journal of Engineering Sciences،Vol. 26, no. 1, pp.41-50.
https://search.emarefa.net/detail/BIM-1033812
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Mahmud, Bashshar Abd al-Azim& Muhammad, Khalaf Ibrahim. Finite element analysis of rc deep beams under an eccentric load. Tikrit Journal of Engineering Sciences Vol. 26, no. 1 (2019), pp.41-50.
https://search.emarefa.net/detail/BIM-1033812
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Mahmud, Bashshar Abd al-Azim& Muhammad, Khalaf Ibrahim. Finite element analysis of rc deep beams under an eccentric load. Tikrit Journal of Engineering Sciences. 2019. Vol. 26, no. 1, pp.41-50.
https://search.emarefa.net/detail/BIM-1033812
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1033812
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
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