Finite element analyses of flexible end-plate connections between steel beams and columns at elevated temperatures

Khalifa Al-Jabri*, Farooq Al-Jahwari

*المؤلف المقابل لهذا العمل

نتاج البحث

1 اقتباس (Scopus)

ملخص

This paper presents a finite element analysis procedure developed to study the behavior of a flexible end-plate connection between steel beams and a column at elevated temperatures and generates temperature-rotation diagrams that describe the behavior of the connection. The analysis used a highly detailed three dimensional finite element model that is created using the commercial ABAQUS software. The steel connection properties are selected in a way that reflects commonly used connections in steel framed buildings. The results of the finite element model are calibrated and compared to the results of experimental fire tests conducted on similar connections. The results show that the predicted behavior of the joints is in a good agreement with actual behavior of the joints. A regression model is developed to describe the behavior of flexible end-plate joints in fire.

اللغة الأصليةEnglish
عنوان منشور المضيفStructures in Fire - Proceedings of the Sixth International Conference, SiF'10
الصفحات687-693
عدد الصفحات7
حالة النشرPublished - 2010
الحدث6th International Conference on Structures in Fire, SiF'10 - East Lansing, MI
المدة: يونيو ٢ ٢٠١٠يونيو ٤ ٢٠١٠

سلسلة المنشورات

الاسمStructures in Fire - Proceedings of the Sixth International Conference, SiF'10

Other

Other6th International Conference on Structures in Fire, SiF'10
الدولة/الإقليمUnited States
المدينةEast Lansing, MI
المدة٦/٢/١٠٦/٤/١٠

ASJC Scopus subject areas

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