![](/images/graphics-bg.png)
Assessment the shear behavior of sustainable thick hollow core slab using experimental and nonlinear finite element modelling
المؤلفون المشاركون
Jar Allah, Husayn Khalaf
Abd al-Karim, Hasan Isa
Sabir, Yusuf Nasif
المصدر
Anbar Journal for Engineering Sciences
العدد
المجلد 8، العدد 1 (31 ديسمبر/كانون الأول 2019)، ص ص. 35-43، 9ص.
الناشر
تاريخ النشر
2019-12-31
دولة النشر
العراق
عدد الصفحات
9
التخصصات الرئيسية
الموضوعات
الملخص EN
This investigation provides experimental results and nonlinear analysis by using finite element model of thick hollow core slab made from recycled lightweight material.
Four hollow core slspecimens were cast and tested in this investigation with dimensions (1200mm length, 450mm width and 250mm thickness).
The crushed clay brick was used as a coarse aggregate instead of gravel.
The iron powder waste and silica fume were used in order to increase the compressive strength of concrete.
The techniques reduction hollow length and use shear reinforcement were used to improve shear strength and avoid shear failure.
The specimens were tested by applying two-line load up to failure.
The experimental results were showed these techniques were resisted the shear failure significantly and works to change failure mode from shear to flexural failure.
Finite element computer software program (ANSYS) was used to analysis hollow core slspecimens and compare the experimental results with the theoretical results.
Good agreement have been obtained between experimental and numerical results.
This investigation provides experimental results and nonlinear analysis by using finite element model of thick hollow core slab made from recycled lightweight material.
Four hollow core slspecimens were cast and tested in this investigation with dimensions (1200mm length, 450mm width and 250mm thickness).
The crushed clay brick was used as a coarse aggregate instead of gravel.
The iron powder waste and silica fume were used in order to increase the compressive strength of concrete.
The techniques reduction hollow length and use shear reinforcement were used to improve shear strength and avoid shear failure.
The specimens were tested by applying two-line load up to failure.
The experimental results were showed these techniques were resisted the shear failure significantly and works to change failure mode from shear to flexural failure.
Finite element computer software program (ANSYS) was used to analysis hollow core slspecimens and compare the experimental results with the theoretical results.
Good agreement have been obtained between experimental and numerical results.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Sabir, Yusuf Nasif& Jar Allah, Husayn Khalaf& Abd al-Karim, Hasan Isa. 2019. Assessment the shear behavior of sustainable thick hollow core slab using experimental and nonlinear finite element modelling. Anbar Journal for Engineering Sciences،Vol. 8, no. 1, pp.35-43.
https://search.emarefa.net/detail/BIM-1033704
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Jar Allah, Husayn Khalaf…[et al.]. Assessment the shear behavior of sustainable thick hollow core slab using experimental and nonlinear finite element modelling. Anbar Journal for Engineering Sciences Vol. 8, no. 1 (2019), pp.35-43.
https://search.emarefa.net/detail/BIM-1033704
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Sabir, Yusuf Nasif& Jar Allah, Husayn Khalaf& Abd al-Karim, Hasan Isa. Assessment the shear behavior of sustainable thick hollow core slab using experimental and nonlinear finite element modelling. Anbar Journal for Engineering Sciences. 2019. Vol. 8, no. 1, pp.35-43.
https://search.emarefa.net/detail/BIM-1033704
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1033704
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
![](/images/ebook-kashef.png)
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
![](/images/kashef-image.png)