Structural Engineering and Mechanics

  • 제62권1호
  • /
  • Pages.1-9
  • /
  • 2017
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  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Determination of fracture toughness in concretes containing siliceous fly ash during mode III loading

  • Golewski, Grzegorz Ludwik (Department of Structural Engineering, Faculty of Civil Engineering and Architecture, Lublin University of Technology)
  • 투고 : 2016.04.12
  • 심사 : 2016.10.27
  • 발행 : 2017.04.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper describes laboratory tests carried out to evaluate the influence of class F fly ash (FA) on fracture toughness of plain concretes, specified at the third model fracture. Composites with the additives of: 0%, 20% and 30% siliceous FA were analysed. Fracture toughness tests were performed on axial torsional machine MTS 809 Axial/Torsional Test System, using the cylindrical specimens with dimensions of 150/300 mm, having an initial circumferential notch made in the half-height of cylinders. The studies examined effect of FA additive on the critical stress intensity factor $K_{IIIc}$. In order to determine the fracture toughness $K_{IIIc}$ a special device was manufactured.The analysis of the results revealed that a 20% FA additive causes increase in $K_{IIIc}$, while a 30% FA additive causes decrease in fracture toughness. Furthermore, it was observed that the results obtained during fracture toughness tests are convergent with the values of the compression strength tests.

키워드

과제정보

연구 과제 주관 기관 : Ministry of Science and Higher Education

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