Concrete Filled Steel Tube Column And Wide Beam Connection: Proposed Structures and Experiment
Dao Ngoc The Luc1, Truong Quang Hai, Truong Hoai Chinh2, Dao Ngoc The Vinh3
1Dr. Dao Ngoc The Luc*, Director, Danang Polytechnic Institute of Science and Technology, The University of Danang – University of Science and Technology, Da Nang, Viet Nam.
2Truong Quang Hai, Lecturer, Department of Civil Engineering, Mien Trung University of Civil Engineering, Viet Nam.
3Dr. Truong Hoai Chinh, Associate Professor, Department of Civil Engineering, The University of Danang – University of Science and Technology, Da Nang, Viet Nam.
4Dr. Dao Ngoc The Vinh, Senior Lecturer, School of Civil Engineering, The University of Queensland, Australia.
Manuscript received on December 01, 2019. | Revised Manuscript received on December 15, 2019. | Manuscript published on December 30, 2019. | PP: 5004-5010 | Volume-9 Issue-2, December, 2019. | Retrieval Number: B2819129219/2019©BEIESP | DOI: 10.35940/ijeat.B2819.129219
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Structural solutions utilizing concrete filled steel tube (CFST) column and reinforced concrete (RC) wide beams are used effectively in high-rise buildings, especially for large span. Currently, there have not been many theoretical and experimental researches on CFST column – RC wide beam connection to ensure the effectiveness of this structure type. Moreover, there have not been any experimental researches on the connection of CFST column – Prestressed concrete (PC) wide beam, as well as on assessing the effect of prestressed cables and shear head shape on the shear strength of the connection. This paper proposes connection structures; conducts experimental program, analyzes and compares different types of connections between CFST column and RC, PC wide beam using large size specimens to evaluate the actual behavior of proposed connections. Experimental results give a better view of the effect of shear-head shape as well as the prestressed force on the shear strength of the wide beam at the connections.
Keywords: Concrete filled steel tube, Reinforced concrete, Prestress concrete, Wide beam, Column.