DISCUSSION ON RESEARCH ACTIVITY PUBLISHED AS “ISSUES IN USING REDUCED-SIZE SPECIMEN FOR BRITTLE FRACTURE EVALUATION OF BEAM-TO-COLUMN STEEL CONNECTIONS Geometric size effect on brittle fracture properties”

Author:

KUWAMURA Hitoshi1

Affiliation:

1. The University of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference7 articles.

1. 1) Kuwamura, H. and Yamamoto, K.: Ductile Crack as Trigger of Brittle Fracture in Steel, Journal of Structural Engineering, ASCE, Vol. 123, No. 6, pp.729-735, 1997. 6

2. 2) Kuwamura, H. Iyama, J. and Matsui, K.: Effects of Material Toughness and Plate Thickness on Brittle Fracture of Steel Members – Research on steel fracture Part 1 –, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 525, pp. 109-116, 1999.11 (in Japanese) 桑村 仁, 伊山 潤, 松井康治:鉄骨の脆性破断に及ぼす材料靱性と板厚の影響-鉄骨破断に関する研究 その1-, 日本建築学会構造系論文集, 第525号, pp. 109-116, 1999.11

3. 3) Kuwamura, H. Takagi, N. and Matsui, K.: Effects of Welding Heat Input on Brittle Fracture of Steel Members – Research on steel fracture Part 2 –, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 531, pp. 157-164, 2000. 5 (in Japanese) 桑村 仁, 高木直人, 松井康治:鉄骨の脆性破断に及ぼす溶接入熱の影響-鉄骨破断に関する研究 その2-, 日本建築学会構造系論文集, 第531号, pp. 157-164, 2000. 5

4. 4) Kuwamura, H. and Akiyama, H.: Size Effect on Fibrous Crack Initiation Strain, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 458, pp. 119-125, 1994. 4 (in Japanese) 桑村 仁, 秋山 宏:延性き裂発生ひずみに及ぼす寸法の影響, 日本建築学会構造系論文集, 第458 号, pp. 119-125, 1994. 4

5. 5) Kuwamura, H. and Matsumoto, Y.: Fracture Resistance of 800-MPa Steel Subjected to Heat Cycles, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 484, pp. 101-109, 1996. 6 (in Japanese) 桑村 仁, 松本由香:熱サイクルを受けた800MPa 鋼の破壊特性, 日本建築学会構造系論文集, 第484 号, pp. 101-109, 1996. 6

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