Paper Title:
An Evaluation on the Width-Thickness Ratio of the Rotation Capacity of HSB800 Steel Flexural Members
  Abstract

The width-thickness ratio of the rotation capacity of the HSB800 steel flexural members are evaluated in this study. First of all, the properties of high-performance steel are analyzed from the tension coupon test - SS400, SM490, HSB800. By the result, high-performance steel have the three properties - the high yield ratio, the low modulus of elasticity strain-hardening, and the low strain at tension stress. The rotation capacity of the HSB800 steel flexural members are evaluated using F.E. program. By the F.E result, the HSB800 steel flexural members are not satisfied in the current code that rotation capacity, R>3 in compact section. Based in the experiment and theories, this study suggested limiting the width-thickness ratio of HSB800 steel satisfied in the current code. So, the limitation of width-thickness ratio of the HSB800 steel are conservative than the width-thickness ratio in the code.

  Info
Periodical
Advanced Materials Research (Volumes 287-290)
Chapter
Earthquake Resistant Structures, Materials and Design
Edited by
Jinglong Bu, Pengcheng Wang, Liqun Ai, Xiaoming Sang, Yungang Li
Pages
1902-1906
DOI
10.4028/www.scientific.net/AMR.287-290.1902
Citation
K. H. Moon, S. W. Han, Y. Rew, "An Evaluation on the Width-Thickness Ratio of the Rotation Capacity of HSB800 Steel Flexural Members", Advanced Materials Research, Vols. 287-290, pp. 1902-1906, 2011
Online since
July 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Guo Qi Liu, Jian Song, Bing Yan
Abstract:This paper presents a suitable solution of studying methods on BRBs’ critical load with finite element software.The effects of the relevant...
130
Authors: Zhong Hu, Da Yi Ding, Yuan Qing Wang, Li Yuan Liu, Hai Ying Wan
Abstract:The curved box-girders of Hefei Xinqiao International Airport Terminal were taken as a background of this article. Aiming at the type of the...
818
Authors: Jun Fen Yang, Yi Liang Peng, Xia Bing Wei, Jin Bo Cui
Chapter 2: Structural Engineering
Abstract:Tube-plate joint is a frequently-used joint type in steel-tube tower, but the theoretical analysis and experimental investigation on...
1224
Authors: Li Na Hou, Wei Huang, Ying Zhang, Xue Jiao Yang
Chapter 2: Structural Engineering
Abstract:Multiple eco-composite wall is one of the most commonly used lateral-load resisting member in eco-composite wall structure. The main...
616
Authors: Li Yuan Li, Li Wan, Yi Liang Peng, Tao Zhang
Chapter 2: Structural Engineering
Abstract:Simple joint is a common connection in tubular structures, it refers to one or more components soldered directly on the surface of the other...
509