Closed-Form Formulations in Composite Beams Based on Partially-Composite Behavior
Publish place: 3rd International Conference on Applied Researches in Structural Engineering and Construction Management (secm2019)
Publish Year: 1398
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
SECM03_281
تاریخ نمایه سازی: 9 شهریور 1398
Abstract:
Partially-composite beams are composite beams with a more complex behavior which includes fully-composite to non-composite behaviors. Hence, fully-composite and non-composite behaviors are considered as boundary conditions of partially-composite behavior in this paper. Two new closed-form formulations for slip and flexural rigidness calculation of non-composite and fully-composite beams are obtained respectively, and their results are compared with the conventional methods. Results of the current paper shows that the presented closed-form formulations have the same results with the conventional methods and can be conveniently used in the analysis of composite beams.
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Authors
Mohammad Saeed Mafipour
MSc Student, School of Civil Engineering, College of Engineering, University of Tehran
Fazel Azar Homayoun
MSc Student, School of Civil Engineering, College of Engineering, University of Tehran
Sepehr Tatlari
MSc Student, School of Civil Engineering, College of Engineering, University of Tehran
Amir Reza Ghiami Azad
Assistant Professor, School of Civil Engineering, College of Engineering, University of Tehran