Abstract
“SBHS” has been standardized in Japanese Industrial Standards [1]. The major features of SBHS are high yield point, high toughness and better weldability. In some bridges in Japan, SBHS has been already used as steel members. However, the information on the buckling strength of steel members made of SBHS400 is not sufficient compared to conventional steel materials. In this study, the compression tests on welded box section stub-columns were conducted to obtain information on buckling strength of SBHS400. As a result, basic information on the buckling strength of box section stub-columns was obtained. The experimental data indicate the possibility that the previous ultimate strength curves may be applicable to simply supported plates of SBHS400.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Japan Industrial Standards Committee (2011) Higher yield strength steel plates for bridges, JIS G3140. (in Japanese)
Japan Road Association (JRA) (2017) Specifications for highway bridges, Part II; Steel Bridges, (in Japanese)
Adake T, Ono K, Miyashita T (2017) Load-carrying capacity of cruciform columns made of SBHS400. In: 9th international symposium on steel structures
Ono K, Adake T, Kato K, Kitane Y, Matsumura M (2016) Load-carrying capacity of box stub-columns made of SBHS500. In: Proceedings of 14th East Asia-Pacific conference on structural engineering and construction, pp 1839–1843
Ono K, Ishikawa T, Hashimoto S, Okada S (2015) A study on residual stress and ultimate strength of steel columns made of SBHS500. In: Proceedings of 8th international symposium on steel structures
Hashimoto S, Ono K, Okada S (2013) An experimental study on mechanical properties and constitutive equation of SBHS500. In: Proceedings of the 13th East Asia-Pacific conference on structural engineering and construction (EASEC-13)
Ono K, Aizawa H, Miyashita T, Yamada S, Miyazaki Y (2016) An experimental study on constitutive equation of SBHS400 under cyclic loading. In: Proceedings of 14th East Asia-Pacific conference on structural engineering and construction (EASEC-14), pp 1833–1838
Fukumoto Y, et al (1990) Approach to the unified evaluation of ultimate strength of steel framed structures. Achievement Report of Grant-in-Aid for Scientific Research. (in Japanese)
Ackowledgements
This work was supported by the Japan Iron and Steel Federation.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2021 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Sobajima, K., Nie, J., Miyashita, T., Okada, S., Takeshima, N., Ono, K. (2021). An Experimental Study on Local Buckling Strength of Welded Box Section Stub-Columns Made of SBHS400. In: Wang, C.M., Dao, V., Kitipornchai, S. (eds) EASEC16. Lecture Notes in Civil Engineering, vol 101. Springer, Singapore. https://doi.org/10.1007/978-981-15-8079-6_131
Download citation
DOI: https://doi.org/10.1007/978-981-15-8079-6_131
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-8078-9
Online ISBN: 978-981-15-8079-6
eBook Packages: EngineeringEngineering (R0)