Structural Engineering and Mechanics

  • 제31권4호
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  • Pages.371-382
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  • 2009
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Behavior of high-strength fiber reinforced concrete plates under in-plane and transverse loads

  • Ramadoss, P. (Department of Civil Engineering, Pondicheery Engineering College) ;
  • Nagamani, K. (Structural Engineering Division, Civil Engineering Department, Anna University)
  • 투고 : 2007.05.07
  • 심사 : 2009.02.01
  • 발행 : 2009.03.10
⟨ 이전 논문 다음 논문 ⟩

초록

The concrete plates are most widely used structural elements in the hulls of floating concrete structures such as concrete barges and pontoons, bridge decks, basement floors and liquid storage tanks. The study on the behavior of high-strength fiber reinforced concrete (HSFRC) plates was carried out to evaluate the performance of plates under in-plane and transverse loads. The plates were tested in simply supported along all the four edges and subjected to in-plane and traverse loads. In this experimental program, twenty four 150 mm diameter cylinders and twelve plate elements of size $600{\times}600{\times}30$ mm were prepared and tested. Water-to-cementitious materials ratios of 0.3 and 0.4 with 10% and 15% silica fume replacements were used in the concrete mixes. The fiber volume fractions, $V_f$ = 0%, 1% and 1.5% with an aspect ratio of 80 were used in this study. The HSFRC mixes had the concrete compressive strengths in the range of 52.5 to 70 MPa, flexural strengths ranging from 6.21 to 11.08 MPa and static modulus of elasticity ranging from 29.68 to 36.79 GPa. In this study, the behavior of HSFRC plate elements subjected to combined uniaxial in-plane and transverse loads was investigated.

키워드

참고문헌

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피인용 문헌

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  4. Analytical solutions for skewed thick plates subjected to transverse loading vol.38, pp.5, 2009, https://doi.org/10.12989/sem.2011.38.5.549
  5. A note on buckling and vibration of clamped orthotropic plates under in-plane loads vol.39, pp.1, 2011, https://doi.org/10.12989/sem.2011.39.1.115
  6. Concurrent flexural strength and deformability design of high-performance concrete beams vol.40, pp.4, 2009, https://doi.org/10.12989/sem.2011.40.4.541
  7. Prediction of deflection of high strength steel fiber reinforced concrete beams and columns vol.9, pp.2, 2009, https://doi.org/10.12989/cac.2012.9.2.133
  8. Modeling of fiber pullout behaviors of stiff fiber reinforced cementitious composites vol.9, pp.3, 2009, https://doi.org/10.12989/cac.2012.9.3.171