Transverse Impact on Hollow and Concrete Filled Steel Tubular Members
Merwad, A., Al-Sisi, A., Mustafa, S., Sallam, H. (2020). Transverse Impact on Hollow and Concrete Filled Steel Tubular Members. EKB Journal Management System, 32(Civil and Architectural Engineering), 49-58. doi: 10.21608/eijest.2021.53931.1031
Abdullah Mohsen Merwad; Alaeddin Abdel Qader Al-Sisi; Suzan Ali Mustafa; Hossam E. Sallam. "Transverse Impact on Hollow and Concrete Filled Steel Tubular Members". EKB Journal Management System, 32, Civil and Architectural Engineering, 2020, 49-58. doi: 10.21608/eijest.2021.53931.1031
Merwad, A., Al-Sisi, A., Mustafa, S., Sallam, H. (2020). 'Transverse Impact on Hollow and Concrete Filled Steel Tubular Members', EKB Journal Management System, 32(Civil and Architectural Engineering), pp. 49-58. doi: 10.21608/eijest.2021.53931.1031
Merwad, A., Al-Sisi, A., Mustafa, S., Sallam, H. Transverse Impact on Hollow and Concrete Filled Steel Tubular Members. EKB Journal Management System, 2020; 32(Civil and Architectural Engineering): 49-58. doi: 10.21608/eijest.2021.53931.1031

Transverse Impact on Hollow and Concrete Filled Steel Tubular Members

The Egyptian International Journal of Engineering Sciences and Technology
Article 5, Volume 32, Civil and Architectural Engineering, December 2020, Page 49-58  XML PDF (663.4 K)
Document Type: Original Article
DOI: 10.21608/eijest.2021.53931.1031
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Authors
Abdullah Mohsen Merwad email 1; Alaeddin Abdel Qader Al-Sisi2; Suzan Ali Mustafa3; Hossam E. Sallam4
1Demonstrator at structural engineering dep., Faculty of engineering, Zagazig university, Egypt.
2lecturer of structural engineering, Faculty of engineering, Zagazig university, Egypt.
3Structural engineering department, faculty of engineering, zagazig university, zagazig, egypt
4Materials Engineering Department; Zagazig University, Zagazig, Egypt
Abstract
This paper clarifies a review of research progress in the transverse impact process on hollow and Concrete Filled Steel Tubular (CFST) members and their dynamic response under impact loading. This review emphases analytical, numerical and experimental studies recently performed by many researchers. It clarifies the influence of some fundamental parameters on the impact performance such as; axial load level, impact energy, steel ratio, constraining (confining factor), steel tube thickness, diameter-to-thickness ratio of the steel tube. In addition to exploring the effect of concrete and steel material properties and specimen boundary conditions. It also goes through the effect of using Carbon Fiber Reinforced Polymer (CFRP) jackets. The review explained with detailed discussions the stages of impact process, impact energy, dissipated energy, failure modes, life-cycle performance of Concrete Filled Steel Tubular (CFST) members subjected to impact load. The influence of strain rates on the performances of concrete and steel are discussed as well.
Keywords
Concrete; Impact force; Lateral impact; Impact energy; CFST
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