A study on the behavior of composite concrete and open web steel joists
Joint Authors
Baldawi, Wail Shawqi
Hammud, Muhammad J.
Abd al-Jabbar, Marwah Sami
Source
Engineering and Technology Journal
Issue
Vol. 38, Issue 6A (30 Jun. 2020), pp.869-878, 10 p.
Publisher
Publication Date
2020-06-30
Country of Publication
Iraq
No. of Pages
10
Main Subjects
Topics
Abstract EN
In this research, the results of three composite open web steel joist static tests are presented along with the results of companion pushout tests.
The effect of shear connection degree and span-to-depth ratio on the behavior of composite open web joists under distributed static loading is reviewed and discussed, followed by a comparison of results of the shear stud strength from push-out tests, back-calculated from the ultimate capacity of the composite joist tests, and to the provisions in the AISC, EC4, NZS, SJI, and BS5950.
Specimen test results of the studied span-to-depth ratios showed that the load-deflection behavior was similar toultimate capacity difference less than 10% , but they experienced different failure modes and deflection.
And when the test results were compared based on the shear connection degree, they revealed that the composite open web joist designed with partial shear connection suffered from severe deformation and deflection accompanied with higher ultimate static tests are presented along with the results of companion pushout tests.
The effect of shear connection degree and span-to-depth ratio on the behavior of composite open web joists under distributed static loading is reviewed and discussed, followed by a comparison of results of the shear stud strength from push-out tests, back-calculated from the ultimate capacity of the composite joist tests, and to the provisions in the AISC, EC4, NZS, SJI, and BS5950.
Specimen test results of the studied span-to-depth ratios showed that the load-deflection behavior was similar toultimate capacity difference less than 10% , but they experienced different failure modes and deflection.
And when the test results were compared based on the shear connection degree, they revealed that the composite open web joist designed with partial shear connection suffered from severe deformation and deflection accompanied with higher ultimate capacity.
American Psychological Association (APA)
Abd al-Jabbar, Marwah Sami& Baldawi, Wail Shawqi& Hammud, Muhammad J.. 2020. A study on the behavior of composite concrete and open web steel joists. Engineering and Technology Journal،Vol. 38, no. 6A, pp.869-878.
https://search.emarefa.net/detail/BIM-1236502
Modern Language Association (MLA)
Abd al-Jabbar, Marwah Sami…[et al.]. A study on the behavior of composite concrete and open web steel joists. Engineering and Technology Journal Vol. 38, no. 6A (2020), pp.869-878.
https://search.emarefa.net/detail/BIM-1236502
American Medical Association (AMA)
Abd al-Jabbar, Marwah Sami& Baldawi, Wail Shawqi& Hammud, Muhammad J.. A study on the behavior of composite concrete and open web steel joists. Engineering and Technology Journal. 2020. Vol. 38, no. 6A, pp.869-878.
https://search.emarefa.net/detail/BIM-1236502
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 877-878
Record ID
BIM-1236502