SBHS500, 700千鳥有孔板の終局耐力と破断モードに着目した引張実験
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| Published in | 鋼構造論文集 Vol. 32; no. 126; pp. 114 - 129 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | Japanese |
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一般社団法人 日本鋼構造協会
30.06.2025
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| ISSN | 1880-9928 1884-0329 |
| DOI | 10.11273/jssc.32.114 |
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| Author | 山口, 隆司 坂本, 寛太 秦, 子策 柴田, 亮汰 森山, 仁志 |
|---|---|
| Author_xml | – sequence: 1 fullname: 柴田, 亮汰 organization: 徳島大学 理工学部 理工学科 – sequence: 1 fullname: 秦, 子策 organization: 大阪公立大学大学院 博士後期課程 – sequence: 1 fullname: 森山, 仁志 organization: 徳島大学大学院 – sequence: 1 fullname: 坂本, 寛太 organization: 徳島大学大学院 博士前期課程 – sequence: 1 fullname: 山口, 隆司 organization: 大阪公立大学大学院 |
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| References | [20] 加藤征宏，大竹章夫，千田光，鵜飼邦夫，原克己：高力ボルト引張接合による柱梁接合部における添板とスチフナで補強された柱フランジの耐力，日本建築学会構造系論文報告集，第430号，pp.69-77, 1991. (DOI: https://doi.org/10.3130/aijsx.430.0_69) [18] 高井俊和，森山仁志，山口隆司： 高力ボルト摩擦接合継手の引張載荷時の母板降伏線のコバ面到達位置に関する解析的検討，2019 年度土木学会関西支部年次学術講演会概要集， I-3, 2019.5. [21] Dassault Systems：Abaqus 2023, 2023. [4] European Committee for Standardization (CEN): Eurocode3: Design of Steel Structures – Part 1-1: General Rules and Rules for Buildings, EN1993-1-1, 2005. [15] H. H. Snijder, R. W. A. Dekker, P. A. Teeuwen: Net cross-section failure of steel plates at bolt holes - Numerical work and statistical assessment of design rules-, Proceedings of EUROSTEEL2017, pp.3679- 3688, Copenhagen, Denmark, September 2017. (DOI: https://doi.org/10.1002/cepa.424) Japanese Society of Steel Construction: Rationalization of resistance calculation for steel bridges, JSSC Technical Report, No.98, 2013. [12] 坂本寛太，森山仁志： SBHS500 で製作した千鳥有孔板の孔縁の応力集中と終局耐力の関係，鋼構造年次論文報告集，Vol. 31, pp.456-469, 2023. [8] 秦子策，佐倉亮，森山仁志，高井俊和，山口隆司：SBHS を用いた高力ボルト摩擦接合継手のすべり係数に関する2, 3 の考察，鋼構造年次論文報告集，Vol. 30, pp.694-708, 2022. M. KATO, F. OOTAKE, H. SENDA, K. UKAI and K. HARA: Strength of column flange reinforced by splice and stiffening plates at bolted beam to column connection, Journal of Structural and Construction Engineering, No. 430, pp.69-77, 1991. Architectural Institute of Japan: Recommendation for Design of Connections in Steel Structures, 2021. [16] A. H. Shahrajabian: Numerical and statistical investigation of the net cross-section failure mechanism in steel joints, Master thesis at Eindhoven University of Technology, May 2016. [19] 日本鋼構造協会 高力ボルト接合技術小委員会：高力ボルト接合技術の現状と課題，JSSCテクニカルレポート，No.96, 2013. [14] I. M. J. Rombouts, W. L. Francken, R. W. A. Dekker, H.H. Snijder: Investigation of the net cross-section failure mechanism: experimental research, Proceedings of EUROSTEEL2014, 6pages, Naples, Italy, September 2014. Qin Z.C., H. MORIYAMA and T. YAMAGUCHI: Study on relationship between whole displacement and bearing deformation of bolt holes in high-strength frictional type bolted joints, Proceedings of Constructional Steel, Vol. 29, pp.88-99, 2021. [3] AASHTO: AASHTO LRFD Bridge Design Specifications, Ninth Edition, 2020. [13] P. Može, D. Beg, J. Lopatič: Net cross-section design resistance and local ductility of elements made of high strength steel, Journal of Constructional Steel Research, Vol. 63, No. 11, pp.1431-1441, 2007. (DOI: https://doi.org/10.1016/j.jcsr.2007.01.009) Japanese Standards Association: Metallic materials- tensile testing-Method of test at room temperature, JIS Z 2241, 2023. K. SAKAMOTO and H. MORIYAMA: Relationship between stress concentration at hole edges and ultimate strength of the staggered perforated plate made by SBHS500, Proceedings of Constructional Steel, Vol. 31, pp.456-469, 2023. [5] European Committee for Standardization (CEN): Eurocode 3: Design of Steel Structures - Part 1-8: Design of Joints, EN1993-1-8, 2005. [17] 日本規格協会：金属材料引張試験方法，JIS Z 2241，2023. [7] 秦子策，森山仁志，山口隆司： 高力ボルト摩擦接合継手の継手伸びと支圧変形の関係に関する考察，鋼構造年次論文報告集，Vol. 29, pp.88-99, 2021. C. MIKI, A. ICIKAWA, T. KUSUNOKI and H. KAWABATA: Proposal of new high performance steels for brides (BHS500, BHS700), Journal of Japan Society of Civil Engineers (JSCE), No.738, I-64, pp.1- 10, 2003. [2] 日本道路協会： 道路橋示方書・同解説， Ⅱ鋼橋・鋼部材編， 2017.11. [10] Zi-ce Qin, H. MORIYAMA and T. YAMAGUCHI: Study on ultimate resistance formula of high-strength frictional bolted joints made of high-strength steel, Proceedings of the 11th International Conference on Advances in Steel Structures, pp.1411-1425, Sarawak, Malaysia, December 2023. [11] 日本建築学会： 鋼構造接合部設計指針， 2021. [9] Zi-ce Qin, H. MORIYAMA, T. YAMAGUCHI, M. SHIGEISHI, Yu-Yue XING and A. HASHIMOTO: Ultimate strength, ductility, and failure mode of high- strength frictional bolted joints made of high-strength steel, Advanced Steel Construction, Vol. 19, No. 1, pp.17-22, 2023. T. TAKAI, H. MORIYAMA and T. YAMAGUCHI: Analytical study on the yielding line of the connected plate in high-strength friction-type bolted joints applied pure tension, Proceedings of JSCE Kansai branch annual Meeting, I-3, 2019.5. [6] European Committee for Standardization (CEN): Eurocode3: Design of Steel Structures – Part 1-12: Additional Rules for the Extension of EN 1993 up to Steel Grades S700, EN1993-1-12, 2007. Japanese Society of Steel Construction: Current knowledge and challenges of high-strength bolted connections, JSSC Technical Report, No.96, 2013. [22] 日本鋼構造協会 鋼橋の合理化構造・耐久性向上研究委員会 合理化構造・設計法研究部会： 鋼橋の強度設計の合理化，JSSC テクニカルレポート， No.98, 2013. Qin Z.C., R. SAKURA, H. MORIYAMA, T. TAKAI and T. YAMAGUCHI: Study on slip coefficient of high-strength frictional bolted joints made by SBHS, Proceedings of Constructional Steel, Vol. 30, pp.694- 708, 2022. Japan Road Association (JRA): Specifications for highway bridges Part2 Steel Bridges, 2017. [1] 三木千壽，市川篤司，楠隆，川端文丸： 橋梁用高性能鋼材（BHS500, BHS700）の提案，土木学会論文集， No.738, I-64, pp.1-10, 2003. (DOI: https://doi.org/10.2208/jscej.2003.738_1) |
| References_xml | – reference: [9] Zi-ce Qin, H. MORIYAMA, T. YAMAGUCHI, M. SHIGEISHI, Yu-Yue XING and A. HASHIMOTO: Ultimate strength, ductility, and failure mode of high- strength frictional bolted joints made of high-strength steel, Advanced Steel Construction, Vol. 19, No. 1, pp.17-22, 2023. – reference: K. SAKAMOTO and H. MORIYAMA: Relationship between stress concentration at hole edges and ultimate strength of the staggered perforated plate made by SBHS500, Proceedings of Constructional Steel, Vol. 31, pp.456-469, 2023. – reference: [19] 日本鋼構造協会 高力ボルト接合技術小委員会：高力ボルト接合技術の現状と課題，JSSCテクニカルレポート，No.96, 2013. – reference: [16] A. H. Shahrajabian: Numerical and statistical investigation of the net cross-section failure mechanism in steel joints, Master thesis at Eindhoven University of Technology, May 2016. – reference: [7] 秦子策，森山仁志，山口隆司： 高力ボルト摩擦接合継手の継手伸びと支圧変形の関係に関する考察，鋼構造年次論文報告集，Vol. 29, pp.88-99, 2021. – reference: Japanese Society of Steel Construction: Rationalization of resistance calculation for steel bridges, JSSC Technical Report, No.98, 2013. – reference: [8] 秦子策，佐倉亮，森山仁志，高井俊和，山口隆司：SBHS を用いた高力ボルト摩擦接合継手のすべり係数に関する2, 3 の考察，鋼構造年次論文報告集，Vol. 30, pp.694-708, 2022. – reference: [11] 日本建築学会： 鋼構造接合部設計指針， 2021. – reference: [2] 日本道路協会： 道路橋示方書・同解説， Ⅱ鋼橋・鋼部材編， 2017.11. – reference: M. KATO, F. OOTAKE, H. SENDA, K. UKAI and K. HARA: Strength of column flange reinforced by splice and stiffening plates at bolted beam to column connection, Journal of Structural and Construction Engineering, No. 430, pp.69-77, 1991. – reference: Architectural Institute of Japan: Recommendation for Design of Connections in Steel Structures, 2021. – reference: [12] 坂本寛太，森山仁志： SBHS500 で製作した千鳥有孔板の孔縁の応力集中と終局耐力の関係，鋼構造年次論文報告集，Vol. 31, pp.456-469, 2023. – reference: [18] 高井俊和，森山仁志，山口隆司： 高力ボルト摩擦接合継手の引張載荷時の母板降伏線のコバ面到達位置に関する解析的検討，2019 年度土木学会関西支部年次学術講演会概要集， I-3, 2019.5. – reference: [10] Zi-ce Qin, H. MORIYAMA and T. YAMAGUCHI: Study on ultimate resistance formula of high-strength frictional bolted joints made of high-strength steel, Proceedings of the 11th International Conference on Advances in Steel Structures, pp.1411-1425, Sarawak, Malaysia, December 2023. – reference: Qin Z.C., H. MORIYAMA and T. YAMAGUCHI: Study on relationship between whole displacement and bearing deformation of bolt holes in high-strength frictional type bolted joints, Proceedings of Constructional Steel, Vol. 29, pp.88-99, 2021. – reference: [15] H. H. Snijder, R. W. A. Dekker, P. A. Teeuwen: Net cross-section failure of steel plates at bolt holes - Numerical work and statistical assessment of design rules-, Proceedings of EUROSTEEL2017, pp.3679- 3688, Copenhagen, Denmark, September 2017. (DOI: https://doi.org/10.1002/cepa.424) – reference: [13] P. Može, D. Beg, J. Lopatič: Net cross-section design resistance and local ductility of elements made of high strength steel, Journal of Constructional Steel Research, Vol. 63, No. 11, pp.1431-1441, 2007. (DOI: https://doi.org/10.1016/j.jcsr.2007.01.009) – reference: T. TAKAI, H. MORIYAMA and T. YAMAGUCHI: Analytical study on the yielding line of the connected plate in high-strength friction-type bolted joints applied pure tension, Proceedings of JSCE Kansai branch annual Meeting, I-3, 2019.5. – reference: Japanese Standards Association: Metallic materials- tensile testing-Method of test at room temperature, JIS Z 2241, 2023. – reference: C. MIKI, A. ICIKAWA, T. KUSUNOKI and H. KAWABATA: Proposal of new high performance steels for brides (BHS500, BHS700), Journal of Japan Society of Civil Engineers (JSCE), No.738, I-64, pp.1- 10, 2003. – reference: Japan Road Association (JRA): Specifications for highway bridges Part2 Steel Bridges, 2017. – reference: [3] AASHTO: AASHTO LRFD Bridge Design Specifications, Ninth Edition, 2020. – reference: [5] European Committee for Standardization (CEN): Eurocode 3: Design of Steel Structures - Part 1-8: Design of Joints, EN1993-1-8, 2005. – reference: [1] 三木千壽，市川篤司，楠隆，川端文丸： 橋梁用高性能鋼材（BHS500, BHS700）の提案，土木学会論文集， No.738, I-64, pp.1-10, 2003. (DOI: https://doi.org/10.2208/jscej.2003.738_1) – reference: [17] 日本規格協会：金属材料引張試験方法，JIS Z 2241，2023. – reference: [6] European Committee for Standardization (CEN): Eurocode3: Design of Steel Structures – Part 1-12: Additional Rules for the Extension of EN 1993 up to Steel Grades S700, EN1993-1-12, 2007. – reference: [4] European Committee for Standardization (CEN): Eurocode3: Design of Steel Structures – Part 1-1: General Rules and Rules for Buildings, EN1993-1-1, 2005. – reference: [14] I. M. J. Rombouts, W. L. Francken, R. W. A. Dekker, H.H. Snijder: Investigation of the net cross-section failure mechanism: experimental research, Proceedings of EUROSTEEL2014, 6pages, Naples, Italy, September 2014. – reference: Japanese Society of Steel Construction: Current knowledge and challenges of high-strength bolted connections, JSSC Technical Report, No.96, 2013. – reference: [21] Dassault Systems：Abaqus 2023, 2023. – reference: [22] 日本鋼構造協会 鋼橋の合理化構造・耐久性向上研究委員会 合理化構造・設計法研究部会： 鋼橋の強度設計の合理化，JSSC テクニカルレポート， No.98, 2013. – reference: [20] 加藤征宏，大竹章夫，千田光，鵜飼邦夫，原克己：高力ボルト引張接合による柱梁接合部における添板とスチフナで補強された柱フランジの耐力，日本建築学会構造系論文報告集，第430号，pp.69-77, 1991. (DOI: https://doi.org/10.3130/aijsx.430.0_69) – reference: Qin Z.C., R. SAKURA, H. MORIYAMA, T. TAKAI and T. YAMAGUCHI: Study on slip coefficient of high-strength frictional bolted joints made by SBHS, Proceedings of Constructional Steel, Vol. 30, pp.694- 708, 2022. |
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| SubjectTerms | SBHS 千鳥有孔板 破断モード 終局耐力 |
| Title | SBHS500, 700千鳥有孔板の終局耐力と破断モードに着目した引張実験 |
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