Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading
American Journal of Civil Engineering
Volume 5, Issue 1, January 2017, Pages: 16-20
Received: Dec. 24, 2016; Published: Dec. 28, 2016
Views 2912      Downloads 122
Authors
Ping Xiang, Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong SAR
H. P. Wang, Department of Civil and Environmental Engineering, Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong SAR
Article Tools
Follow on us
Abstract
Steel reinforced concrete special-shaped column is a new structural form. It has all priorities of steel reinforced structure and special-shaped column structure. Bearing capacity and ductility of this new structure are very good. It also has very excellent applicable quality and pleasing to the eye. But there are still few experimental and research results relevant to this new structure. The design of steel reinforced concrete special-shaped column joints is a most important problem that must be solved to ensure that this new structural could be widely used in the future. This research focuses the attention on the seismic behavior of this kind of joints, and adopts the new joint design style. The pseudo-static test is carried out on joint specimens. Hysteresis loop of all the specimens have been drawn. The energy dissipating capacities are evaluated. Based on the results of experimental research, the behavior of high resistant capacity, excellent ductility and reliability of the joint design method have been manifested. Taking into account all these facts, this article also put forward practical design suggestions on this structure.
Keywords
Steel Reinforced Concrete (SRC) T-shaped Column, Joint, Seismic Behavior, Low-Cyclic Reversed Loading
To cite this article
Ping Xiang, H. P. Wang, Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading, American Journal of Civil Engineering. Vol. 5, No. 1, 2017, pp. 16-20. doi: 10.11648/j.ajce.20170501.13
References
[1]
Park R, Thompson KJ. Cyclic Load Tests on Prestressed and Partially Prestressed Beam-Column Joints. Journal Prestressed Concrete Institute. 1977; 22: 84-110.
[2]
Park R. A summary of results of simulated seismic load tests on reinforced concrete beam-column joints, beams and columns with substandard reinforcing details. Journal of Earthquake Engineering. 2002; 6: 147-74.
[3]
Xiang P, Deng ZH, Su YS, Wang HP, Wan YF. Experimental investigation on joints between steel reinforced concrete T-shaped column and reinforced concrete beam under bidirectional low-cyclic reversed loading. Advances in Structural Engineering. 2016; DOI: 10.1177/1369433216653841:.
[4]
Wu YF, Jiang C. Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints. Journal of Composites for Construction. 2013; 17: 673-86.
[5]
Liu K, Wu YF. Analytical identification of bond-slip relationship of EB-FRP joints. Composites Part B-engineering. 2012; 43: 1955-63.
[6]
Yun YC, Wu YF. Durability of CFRP-concrete joints under freeze-thaw cycling. Cold Regions Science And Technology. 2011; 65: 401-12.
[7]
Zhou YW, Wu YF, Yun Y. Analytical modeling of the bond-slip relationship at FRP-concrete interfaces for adhesively-bonded joints. Composites Part B-engineering. 2010; 41: 423-33.
[8]
Wu YF, Wei YY. Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns. Engineering Structures. 2010; 32: 32-45.
[9]
Wang LM, Wu YF. Effect of corner radius on the performance of CFRP-confined square concrete columns: Test. Engineering Structures. 2008; 30: 493-505.
[10]
Chen ZP, Xu JJ, Liang Y, Su YS. Bond behaviors of shape steel embedded in recycled aggregate concrete and recycled aggregate concrete filled in steel tubes. Steel and Composite Structures. 2014; 17: 929-49.
[11]
Xu JJ, Chen ZP, Chen YL, Xue JY. Earthquake Damage Evaluation of T-Shaped SRC Composite Column-Steel Beams in 3D Connection Joints. Advances in Structural Engineering. 2015; 18: 701-13.
[12]
Liu ZQ, Xue JY, Peng XN, Gao L. Cyclic test for beam-to-column abnormal joints in steel moment-resisting frames. Steel and Composite Structures. 2015; 18: 1177-95.
[13]
Xiang P, Liew KM. A computational framework for transverse compression of microtubules based on a higher-order Cauchy-Born rule. Computer Methods in Applied Mechanics and Engineering. 2013; 254: 14-30.
[14]
Xiang P, Liew KM. Predicting buckling behavior of microtubules based on an atomistic-continuum model. International Journal Of Solids And Structures. 2011; 48: 1730-7.
[15]
He W, Wu YF, Liew KM. A fracture energy based constitutive model for the analysis of reinforced concrete structures under cyclic loading. Computer Methods in Applied Mechanics and Engineering. 2008; 197: 4745-62.
[16]
Xiang P, Zhang LW, Liew KM. Analysis of macromolecular microtubules using the potential-based matrix displacement method. Composite Structures. 2015; 127: 224-30.
[17]
Sugiura K, Lee GC, Watanabe E, Chang KC. Instability of Steel Short Column under Cyclic Loadings. Stability and Ductility of Steel Structures under Cyclic Loading. 1992: 15-23.
[18]
Sugiura K, Chang KC, Lee GC. Evaluation of Low-Cycle Fatigue-Strength of Structural Metals. Journal Of Engineering Mechanics-asce. 1991; 117: 2373-83.
[19]
Sugiura K, Lee GC, Chang KC. Endochronic Theory for Structural-Steel under Nonproportional Loading. Journal Of Engineering Mechanics-asce. 1987; 113: 1901-17.
[20]
Watanabe E, Sugiura K, Kanou M, Takao M, Emi S. Hysteretic Behavior of Thin Tubular Beam-Columns with Round Corners. Journal Of Constructional Steel Research. 1991; 18: 55-69.
[21]
Oyawa WO, Sugiura K, Watanabe E. Polymer concrete-filled steel tubes under axial compression. Construction And Building Materials. 2001; 15: 187-97.
[22]
Oyawa WO, Sugiura K, Watanabe E. Flexural response of polymer concrete filled steel beams. Construction And Building Materials. 2004; 18: 367-76.
[23]
Oyawa WO, Sugiura K, Watanabe E. Polymer concrete filled circular steel beams subjected to pure bending. Steel & Composite Structures. 2004; 4: 265-80.
[24]
Xu C, Sugiura K. Analytical investigation on failure development of group studs shear connector in push-out specimen under biaxial load action. Engineering Failure Analysis. 2014; 37: 75-85.
[25]
Watanabe E, Sugiura K, Oyawa WO. Elasto-plastic instability of steel compression tubular members subjected to cyclically applied bi-directional horizontal loads. Thin-Walled Structures. 1998: 809-16.
[26]
Code for design of concrete structures. China Architecture and Building Press. GB 50010-2010; Beijing, China.
[27]
Xiang P, Liew KM, Sun YZ. Computational of elastic properties of microtubules in eukaryotic cells. Proceedings of City U and USTC Joint Research Forum. 2010: 112.
[28]
Standard methods for testing of concrete structures. China Architecture and Building Press. GB50152-92; Beijing, China.
[29]
Specification of testing methods for earthquake resistant building. China Architecture and Building Press. JGJ101-96; Beijing, China.
ADDRESS
Science Publishing Group
1 Rockefeller Plaza,
10th and 11th Floors,
New York, NY 10020
U.S.A.
Tel: (001)347-983-5186