EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF PROGRESSIVE COLLAPSE RESISTANC OF A REIFORCED CONCRETE FRAME
Tayel, M., Hekel, G., Ali, I. (2018). EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF PROGRESSIVE COLLAPSE RESISTANC OF A REIFORCED CONCRETE FRAME. EKB Journal Management System, 12(12th International Conference on Civil and Architecture Engineering), 1-18. doi: 10.21608/iccae.2018.30018
Magdy A. Tayel; Ghada M. Hekel; Islam Ali. "EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF PROGRESSIVE COLLAPSE RESISTANC OF A REIFORCED CONCRETE FRAME". EKB Journal Management System, 12, 12th International Conference on Civil and Architecture Engineering, 2018, 1-18. doi: 10.21608/iccae.2018.30018
Tayel, M., Hekel, G., Ali, I. (2018). 'EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF PROGRESSIVE COLLAPSE RESISTANC OF A REIFORCED CONCRETE FRAME', EKB Journal Management System, 12(12th International Conference on Civil and Architecture Engineering), pp. 1-18. doi: 10.21608/iccae.2018.30018
Tayel, M., Hekel, G., Ali, I. EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF PROGRESSIVE COLLAPSE RESISTANC OF A REIFORCED CONCRETE FRAME. EKB Journal Management System, 2018; 12(12th International Conference on Civil and Architecture Engineering): 1-18. doi: 10.21608/iccae.2018.30018

EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF PROGRESSIVE COLLAPSE RESISTANC OF A REIFORCED CONCRETE FRAME

The International Conference on Civil and Architecture Engineering
Article 7, Volume 12, 12th International Conference on Civil and Architecture Engineering, April 2018, Page 1-18  XML PDF (2.47 MB)
Document Type: Original Article
DOI: 10.21608/iccae.2018.30018
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Authors
Magdy A. Tayel1; Ghada M. Hekel2; Islam Ali3
1Prof. of Reinforced Concrete structures,Civil Engineering Department,Faculty of Engineering, Minoufiya University.
2Lecturer, Civil Engineering Department, Faculty of Engineering, Menoufia University, Egypt.
3PHD student, Civil Engineering Department, Faculty of Engineering, Menoufia University, Egypt.
Abstract
ABSTRACT:
The current paper investigates the problem of structural progressive collapse.A two-bay small scale reinforced concrete frame has been casted without the intermediate column and dynamically-loaded until failure in order to investigate its behavior and strength under column loss condition. During the test, deflection, cracking, longitudinal strains in both steel bars and concrete, ultimate loads and mode of failure have been monitored. Additionally, an F.E model, using Abaqus 6.13 program is presented.In the numerical model, strain rate effects have been considered. The tested frame was prepared and casted in the reinforced concrete laboratory, faculty of Engineering, Menoufia University while the testing process took place in reinforced concrete laboratory, faculty of Engineering, Tanta University.
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