ISSUES IN USING REDUCED-SIZE SPECIMEN FOR BRITTLE FRACTURE EVALUATION OF BEAM-TO-COLUMN STEEL CONNECTIONS

Author:

OIE Naoya1,KAWABATA Tomoya1,KISHIKI Shoichi2,NAKAGOMI Tadao3

Affiliation:

1. Dept. of Systems Innovation, Faculty of Engineering, the University of Tokyo

2. Laboratory for Future Interdisciplinary Research of Science and Technology, Institute of Innovative Research, Tokyo Institute of Technology

3. Dept. of Architecture, Faculty of Engineering, Shinshu University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference18 articles.

1. 1) British Standard: BS 7910:2019, Guide to methods for assessing the acceptability of flaws in metallic structures, 2019

2. 2) The Japan Welding Engineering Society: WES2805-2011, Method of Assessment for Flaws in Fusion Welded Joints with Respect to Brittle Fracture and Fatigue Crack Growth, 2011 日本溶接協会:WES2805-2011, 溶接継手のぜい性破壊発生及び疲労亀裂進展に対する欠陥の評価方法, 2011

3. 3) Nakagomi, T., Yamada, T., Murai, M., Matoba, K., Aida, K.: Experimental study on the effects of beam-end details for non-scallop method on deformation capacities of beam-to-column welded joints, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 66, No. 546, pp. 121-128, 2001.8 中込忠男, 山田丈富, 村井正敏, 的場耕, 會田和広:ノンスカラップ工法における梁端ディテールが柱梁溶接接合部の変形能力に及ぼす影響に関する実験的研究, 日本建築学会構造系論文集, 第66巻, 第546号, pp. 121-128, 2001.8

4. 4) Nakagomi, T., Kaneko, H., Tsutumi, S., Masuda, K., Makishima, J., and Horiba, R.: Study of influence beam-end joint details with field welding on deformation capacity of pre-build-up H-shape beam-to-column joint, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 82, No. 739, pp. 1497-1506, 2017.9 中込忠男, 金子洋文, 堤成一郎, 増田開, 巻島淳, 堀場亮佑:現場溶接型梁端仕口ディテールが先組みビルトH梁を用いた柱梁溶接接合部の変形能力に及ぼす影響に関する実験的研究, 日本建築学会構造系論文集, 第82巻, 第739号, pp. 1497-1506, 2017.9

5. 5) International Organization for Standardization: ISO15653:2016, Metallic materials Unified method of test for the determination of quasistatic fracture toughness, 2016

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