Performance of Lean Duplex Stainless Steel Stub Columns with Stiffener

Article Preview

Abstract:

The stainless steel are employed in a wide range of structural application such as in bridges, storage tanks, reinforcing bars for concrete structure, etc. Among the various grade of stainless steel, austenitic grades are generally popular in construction industry which has nickel content 8-11%. The demand for a new form of a duplex stainless steel leads to the development of Lean Duplex Stainless Steel (LDSS), which has a low nickel content of about 1.5%. The paper is investigates the buckling performance of different shaped lean duplex stainless steel hollow stub column with stiffener. Also performance of LDSS stub column compared with concrete stub column. A non-linear static analysis of LDSS stub column was studied using ANSYS workbench.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

171-176

Citation:

Online since:

November 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Gowtham Sriram Vetsa, Konjengbam Darunkumar Singh. Effect of stiffeners in lean duplex stainless steel (LDSS) hollow circular stub columns under pure axial compression. International journals of innovative research in science 2013; Vol. 4, Issue 4.

DOI: 10.1016/j.tws.2013.02.015

Google Scholar

[2] M.F. Hassanein. Numerical modelling of concrete-filled lean duplex slender stainless steel tubular stub columns. ScienceDirect 2010; 66: 1057-1068.

DOI: 10.1016/j.jcsr.2010.03.008

Google Scholar

[3] Yuner Huang, Ben Young. Material properties of cold-formed lean duplex stainless steel sections. ScienceDirect 2014; 83: 59-69.

Google Scholar

[4] Hasan Abdulhadi Ajel , Abdulnasser M. Abbas. Experimental and analytical investigations of composite stub columns. International journals of innovative research in science 2014; Vol. 4, Issue 2.

Google Scholar

[5] Khwairakpam Sachidananda, Konjengbam Darunkumar Singh. Structural behavior of flat oval LDSS stub column under pure axial compression. International journals of innovative research in science 2015; 96: 105-119.

DOI: 10.1016/j.tws.2015.07.016

Google Scholar

[6] Ding Faxing , FuLei, YuZhiwu, zi Gang. Mechanical performances of concrete-filled steel tubular stub columns with round ends under axial loading. ScienceDirect 2015; 97: 22-34.

DOI: 10.1016/j.tws.2015.07.021

Google Scholar

[7] Tak-Ming Chan, Yun-Mei Huai, Wei Wang. Experimental investigation on lightweight concrete-filled cold-formed elliptical hollow section stub columns. ScienceDirect 2015; 115: 434-444.

DOI: 10.1016/j.jcsr.2015.08.029

Google Scholar

[8] Ran Feng, Ben Young. Experimental investigation of aluminum alloy stub columns with circular openings. Journal Of Structural Engineering 2015; 141(11): 04015031-10.

DOI: 10.1061/(asce)st.1943-541x.0001265

Google Scholar

[9] Demao Yang, Gregory J Hancock. compression tests of cold-reduced high strength steel sections I: stub columns. Journal Of Structural Engineering 2004; 130(11): 1772-1781.

DOI: 10.1061/(asce)0733-9445(2004)130:11(1772)

Google Scholar

[10] Hyun-sik Kang, Seo-hyung, Tae-sup MOON, S. F. Stiemer. Prediction of compressive behavior of CFCT stub columns on the basis of integrated data analysis. World Conference on Earthquake Engineering 2004; PP-77.

Google Scholar