Evaluation of mode II fracture toughness unidirectional FRP using the rail-shear test method

H. Kawada, Y. Tsukada, T. Surukawa, I. Hayashi

Research output: Contribution to journalConference article

3 Citations (Scopus)

Abstract

In the present paper, rail-shear tests of the unidirectional GFRP and CFRP were carried out. To avoid premature failures, a modified experimental procedure is present in the rail-shear test. Load-displacement curves were investigated in detail, which were related to the fracture behavior. Furthermore, stress intensity factors at maximum load were estimated as the mode II fracture toughness. These values of the both specimen were found to be almost same. To make clear the above experimental results, fracture toughness tests on the matrix and fractographic observation of the FRP were carried out and discussed.

Original languageEnglish
Pages (from-to)135-140
Number of pages6
JournalAmerican Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
Volume167
Publication statusPublished - 1989 Dec 1
EventMetallic Bellows and Expansion Joints - 1898 - Honolulu, HI, USA
Duration: 1989 Jul 231989 Jul 27

ASJC Scopus subject areas

  • Mechanical Engineering

Fingerprint Dive into the research topics of 'Evaluation of mode II fracture toughness unidirectional FRP using the rail-shear test method'. Together they form a unique fingerprint.

Cite this