Push-out tests for determining shear strength and stiffness of perfobond connector-experimental study
المؤلفون المشاركون
Farhan, Khawlah A.
Shallal, Muhannad A.
المصدر
al-Qadisiyah Journal for Engineering Sciences
العدد
المجلد 12، العدد 4 (31 ديسمبر/كانون الأول 2019)، ص ص. 225-231، 7ص.
الناشر
تاريخ النشر
2019-12-31
دولة النشر
العراق
عدد الصفحات
7
التخصصات الرئيسية
الموضوعات
الملخص EN
This study presents an experimental investigation for push-out tests in order to evaluate the performance of continuous perfobond connectors.
A total of five specimens composed of light-weight concrete-filled steel tubes (square and circle sections) with two reinforced blocks were tested.
The measured parameters are the compressive strength of the concrete blocks and the type of the section.
The specimens were tested under a concentric load applied on the steel tube filled with lightweight concrete; the corresponding slip value was measured using two LVDTs.
The experimental results showed that the ultimate shear strength and stiffness of the square steel tube filled with concrete were higher than that of circular samples.
The ultimate shear strength and stiffness increased with an increase of concrete compressive strength, while the corresponding slips showed decreasing in their values with increase of the compressive strength of the This study presents an experimental investigation for push-out tests in order to evaluate the performance of continuous perfobond connectors.
A total of five specimens composed of light-weight concrete-filled steel tubes (square and circle sections) with two reinforced blocks were tested.
The measured parameters are the compressive strength of the concrete blocks and the type of the section.
The specimens were tested under a concentric load applied on the steel tube filled with lightweight concrete; the corresponding slip value was measured using two LVDTs.
The experimental results showed that the ultimate shear strength and stiffness of the square steel tube filled with concrete were higher than that of circular samples.
The ultimate shear strength and stiffness increased with an increase of concrete compressive strength, while the corresponding slips showed decreasing in their values with increase of the compressive strength of the concrete.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Farhan, Khawlah A.& Shallal, Muhannad A.. 2019. Push-out tests for determining shear strength and stiffness of perfobond connector-experimental study. al-Qadisiyah Journal for Engineering Sciences،Vol. 12, no. 4, pp.225-231.
https://search.emarefa.net/detail/BIM-1039393
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Farhan, Khawlah A.& Shallal, Muhannad A.. Push-out tests for determining shear strength and stiffness of perfobond connector-experimental study. al-Qadisiyah Journal for Engineering Sciences Vol. 12, no. 4 (2019), pp.225-231.
https://search.emarefa.net/detail/BIM-1039393
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Farhan, Khawlah A.& Shallal, Muhannad A.. Push-out tests for determining shear strength and stiffness of perfobond connector-experimental study. al-Qadisiyah Journal for Engineering Sciences. 2019. Vol. 12, no. 4, pp.225-231.
https://search.emarefa.net/detail/BIM-1039393
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1039393
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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