Work

Study on Effect of Width-thickness Ratio on Deformation Capacity of Beams With Scallops

Year: 1996

Type: article

Abstract: In earthquake resistant design, strength and deformation capacity of beams is estimated by local buckling of the flange plate in comoressive side. However, many experimental reports represent that, in case of beams having scallops, brittle fracture is preceded to local buckling. In this study, we aim to grasp the effect of width-thickness ratio on deformation capacity of beams with scallops by bending tests. Moreover, it is referred that the range of the width-thickness ratio to which the deformation capacity decreases by applying the scallop is referred.

Source: Journal of Structural and Construction Engineering (Transactions of AIJ)

DOI: 10.3130/aijs.61.107_2

Authors: Toshiro SUZUKI, Shojiro MOTOYUKI, Takashi FUKASAWA, Mizuaki UCHIKOSHI

Institutions: Tokyo Institute of Technology, KUME Sekkei (Japan)

Language: English

Topic: Structural Load-Bearing Analysis

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: bronze

OpenAlex ID: W2585647834

FWCI:

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Cited by: 7

Related to: 10