Abstract
Kurita-Albrecht Young Engineers Award 2018 – Steel. Recently, SBHS (Steels for Bridge High-Performance Structure) has been introduced in Japan because of its remarkable mechanical properties. The main features of SBHS are high yield strength, improved toughness and weldability, which are superior to conventional steel materials at the corresponding tensile strength grades. In this study, these material properties of SBHS were compared with conventional steel materials through experimental studies as well as the Japanese design specifications. The main focus of this paper is the evaluation of the local buckling strength of two SBHS700 stub columns, each with cruciform section through compression tests. The load-displacement relationship, strain bifurcation related to plate buckling and out-of-plane deformation are discussed. Two test specimens with different width-to-thickness ratio parameters R R are compared. As the results indicate, for the specimen having a larger R R , an abrupt decrease in load was observed after the peak load, whereas the decrease in load for the specimen with a smaller R R proceeded gradually after the peak load with a much larger vertical displacement. In terms of local buckling strength, it was found to be possible to evaluate the SBHS700 stub column with cruciform section based on the existing ultimate strength curves.
| Original language | English |
|---|---|
| Pages (from-to) | 82-90 |
| Number of pages | 9 |
| Journal | Steel Construction |
| Volume | 12 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 2019 May 1 |
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Keywords
- compression tests
- cruciform section
- local buckling strength
- mechanical properties
- SBHS700
- Steel bridges
- stub columns
- Tests
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Metals and Alloys
Cite this
An experimental study on the local buckling strength of an SBHS700 stub column with cruciform section : With an overview of the mechanical properties of SBHS700. / Nie, Jing; Sugimoto, Hikaru; Ono, Kiyoshi; Miyashita, Takeshi; Matsumura, Masahide; Okada, Seiji.
In: Steel Construction, Vol. 12, No. 2, 01.05.2019, p. 82-90.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - An experimental study on the local buckling strength of an SBHS700 stub column with cruciform section
T2 - With an overview of the mechanical properties of SBHS700
AU - Nie, Jing
AU - Sugimoto, Hikaru
AU - Ono, Kiyoshi
AU - Miyashita, Takeshi
AU - Matsumura, Masahide
AU - Okada, Seiji
PY - 2019/5/1
Y1 - 2019/5/1
N2 - Kurita-Albrecht Young Engineers Award 2018 – Steel. Recently, SBHS (Steels for Bridge High-Performance Structure) has been introduced in Japan because of its remarkable mechanical properties. The main features of SBHS are high yield strength, improved toughness and weldability, which are superior to conventional steel materials at the corresponding tensile strength grades. In this study, these material properties of SBHS were compared with conventional steel materials through experimental studies as well as the Japanese design specifications. The main focus of this paper is the evaluation of the local buckling strength of two SBHS700 stub columns, each with cruciform section through compression tests. The load-displacement relationship, strain bifurcation related to plate buckling and out-of-plane deformation are discussed. Two test specimens with different width-to-thickness ratio parameters R R are compared. As the results indicate, for the specimen having a larger R R , an abrupt decrease in load was observed after the peak load, whereas the decrease in load for the specimen with a smaller R R proceeded gradually after the peak load with a much larger vertical displacement. In terms of local buckling strength, it was found to be possible to evaluate the SBHS700 stub column with cruciform section based on the existing ultimate strength curves.
AB - Kurita-Albrecht Young Engineers Award 2018 – Steel. Recently, SBHS (Steels for Bridge High-Performance Structure) has been introduced in Japan because of its remarkable mechanical properties. The main features of SBHS are high yield strength, improved toughness and weldability, which are superior to conventional steel materials at the corresponding tensile strength grades. In this study, these material properties of SBHS were compared with conventional steel materials through experimental studies as well as the Japanese design specifications. The main focus of this paper is the evaluation of the local buckling strength of two SBHS700 stub columns, each with cruciform section through compression tests. The load-displacement relationship, strain bifurcation related to plate buckling and out-of-plane deformation are discussed. Two test specimens with different width-to-thickness ratio parameters R R are compared. As the results indicate, for the specimen having a larger R R , an abrupt decrease in load was observed after the peak load, whereas the decrease in load for the specimen with a smaller R R proceeded gradually after the peak load with a much larger vertical displacement. In terms of local buckling strength, it was found to be possible to evaluate the SBHS700 stub column with cruciform section based on the existing ultimate strength curves.
KW - compression tests
KW - cruciform section
KW - local buckling strength
KW - mechanical properties
KW - SBHS700
KW - Steel bridges
KW - stub columns
KW - Tests
UR - http://www.scopus.com/inward/record.url?scp=85065391652&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85065391652&partnerID=8YFLogxK
U2 - 10.1002/stco.201900005
DO - 10.1002/stco.201900005
M3 - Article
AN - SCOPUS:85065391652
VL - 12
SP - 82
EP - 90
JO - Steel Construction
JF - Steel Construction
SN - 1867-0520
IS - 2
ER -