Local Buckling Behaviors of Built-Up Box Columns Fabricated with High-Performance Steel under Concentric Axial Loading

2013 ◽  
Vol 671-674 ◽  
pp. 709-712
Author(s):  
Jung Han Yoo ◽  
Kang Min Lee ◽  
Joo Woo Kim ◽  
Jae Keun Yang ◽  
Joo Won Kang
Keyword(s):  
High Performance ◽  
Local Buckling ◽  
Axial Loading ◽  
Building Structures ◽  
Basic Study ◽  
Element Analysis ◽  
Long Span ◽  
Steel Material ◽  
High Performance Steel ◽  
Stub Columns

Recently, high-performance steel has been increasingly used for structural materials in buildings and bridges with the demand for high-rise and long-span of main structures. This paper is a series of basic study for the design specification of structural members using high performance steel, material properties of HAS800(High-performance rolled Steel for building structures). HSA800 was compared with the requirements of Korean Standards(KS). Built-up box stub columns with variables of width-to-thickness ratios are planned in order to investigate the local buckling behaviors and check the current design limit of width-to-thickness ratio. In addition, the buckling behaviors of stub columns obtained finite element analysis were compared with those of test results.

Compressive Testing of H-Shaped Steel Stub Columns Fabricated with Grade 800MPa High Performance Steel

2013 ◽  
Vol 671-674 ◽  
pp. 646-649
Author(s):  
Kang Min Lee ◽  
Myung Jae Lee ◽  
Young Suk Oh ◽  
T.S. Kim ◽  
Do Hwan Kim
Keyword(s):  
High Performance ◽  
High Strength ◽  
Structural Members ◽  
Basic Study ◽  
High Rise ◽  
Long Span ◽  
Compressive Testing ◽  
High Performance Steel ◽  
Stub Column ◽  
Structural Behaviors

With the increased demand for high-rise and long-span structures, high strength with high performance steels have been utilized for these kind of structures. For the grade 800MPa high performance steel, although it was included in Korean Standard as high strength steel(HSA 800), however the HSA 800 steel was excluded in Korean Building Code-Structures due to the rack of research results for the structural behaviors of members fabricated with HSA 800 steel. Therefore, this paper describes basic study for the design specification of structural members using HSA 800 high performance steel. For this purpose, welded H-shaped stub column specimens with various width-to-thickness ratios were designed and tested in order to investigate the buckling behaviors and ultimate compressive strength.

Local buckling in the stub columns fabricated with HSA800 of high performance steel

2013 ◽  
Vol 13 (3) ◽  
pp. 445-458 ◽  
Author(s):  
Jung-Han Yoo ◽  
Joo-Woo Kim ◽  
Jae-Guen Yang ◽  
Joo-Won Kang ◽  
Myung-Jae Lee
Keyword(s):  
High Performance ◽  
Local Buckling ◽  
High Performance Steel ◽  
Stub Columns

Local Buckling Strength and its Statistical Information of Normal and Bridge High Performance Steel Plates

2012 ◽  
Vol 18 (9) ◽  
pp. 1429-1435
Author(s):  
Viet Duc Dang ◽  
Yoshiaki Okui ◽  
Koichi Hagiwara ◽  
Masatsugu Nagai
Keyword(s):  
High Performance ◽  
Local Buckling ◽  
Statistical Information ◽  
Steel Plates ◽  
Buckling Strength ◽  
High Performance Steel

Economic Feasibility of Long Span Cable Bridges with Application of High Performance Steel and Wire

2012 ◽  
Vol 18 (9) ◽  
pp. 1421-1428
Author(s):  
Hee Sung Kim ◽  
Joon Sang Ko ◽  
Dong Ho Yoo ◽  
Soo Chang Kang ◽  
Jong Kwan Lee
Keyword(s):  
High Performance ◽  
Economic Feasibility ◽  
Long Span ◽  
High Performance Steel

Experimental Investigation and Finite Element Analysis on Concrete-Filled Steel Tubular Gusset Plate Connections

2013 ◽  
Vol 721 ◽  
pp. 701-705
Author(s):  
Wen Feng Duan ◽  
Chang Liu ◽  
Bao Zhu Cao
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Mechanical Performance ◽  
Local Buckling ◽  
Steel Tube ◽  
Seismic Behaviour ◽  
Element Analysis ◽  
Gusset Plate ◽  
Long Span ◽  
Circular Steel Tube

The use of concrete-filled steel tubes in different areas of construction is becoming an attractive solution because of its remarkable performance. It provides not only an increase in the load carrying capacity but also good seismic behaviour. It is often adopted as compression member especially for structure under large axial pressure. Concrete-filled steel tubular composite truss can be used as main load-bearing structure of long-span and mega structure. But the composite trusses were connected by mutually intersecting joints which the welding construction process is complicated and the quality is unstable. Therefore, gusset plate joints are more suitable. So experimental study and finite element analysis are carried out in 12 specimens. Test results indicate that bearing capacity of hollow circular steel tube joints filled with concrete is provided obviously, and local buckling performance of steel tube under gusset plate is also improved. In order to study the mechanical performance and interaction of steel tube and core concrete, the ANSYS program is adopted in finite element analysis. And the analysis results is agreed well with the test. Regression analysis is carried out at the same time, thus simplified calculated formula of this type joints is concluded which can give reference for the designers.

scholarly journals Axial Loading Behaviour of Self-Compacting Concrete-Filled Thin-Walled Steel Tubular Stub Columns

2021 ◽  
Vol 2021 ◽  
pp. 1-7
Author(s):  
Yunyang Wang ◽  
Lei Xiao ◽  
Chu Jiang ◽  
Yandong Jia ◽  
Guang Yang ◽  
...  
Keyword(s):  
Failure Modes ◽  
Ultimate Load ◽  
Local Buckling ◽  
Axial Loading ◽  
Steel Tube ◽  
Self Compacting Concrete ◽  
Steel Tubes ◽  
Thin Walled ◽  
Stub Columns ◽  
Versus Strain

This paper presents an experimental investigation on the mechanical behaviour of self-compacting concrete-filled thin-walled steel tubular (SCCFTST) stub columns loaded in axial compression to failure. Four specimens were tested to study the effect of diameter to wall thickness (D/t) ratios on the ultimate load, failure modes, and ductility of the columns. Confinement of the steel tube to concrete was also addressed. The failure modes, load versus displacement curves, and load versus strain curves were examined in detail. The experimental results showed that the ultimate state is reached when severe local buckling and rupture occurred on the steel tubes, and the concrete near the rupture has been crushed. The columns with larger D/t ratios appeared more local buckling, and its location is more close to the end of the columns. The SCCFTST stub columns with smaller D/t ratios show higher ultimate load and better ductility, and the steel tubes can exert higher confinement to the concrete.

An Integrated Simulation System for Building Structures

2014 ◽  
Vol 580-583 ◽  
pp. 3127-3133
Author(s):  
Jin Duan ◽  
Xiao Ming Chen ◽  
Hu Qi ◽  
Yun Gui Li
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
High Performance ◽  
Simulation System ◽  
Building Structures ◽  
Element Analysis ◽  
Performance Simulation ◽  
Integrated Simulation ◽  
High Rise ◽  
Traditional Design

In this paper, an integrated simulation system for building structures is presented to satisfy the engineering requirements for high performance simulation. It is a coalition of the traditional design softwares and general finite element analysis (FEA) softwares. This system is developed in the platform of Intel Fortran, using the programming language of Fortran2003/2008. For simplicity, it would be introduced and discussed briefly in the following article. And combining with YJK and ABAQUS, this system is implemented to perform dynamic analysis for a high-rise building. Its capacity and validity would be demonstrated by the numerical results.

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