STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY

Selçuk Emre Görkem

STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY

Abstract

In this study, one of the fairly known practical plate problems was investigated experimentally, a square plate laterally loaded with single concentrated load at mid-span under all edges fixed. Clamping was made continuously along the edges with a small quantity of rotation. This type of clamping could be called as partially fixed. High-strength and ordinary concrete slabs containing steel wire fibers (volumetrically 0.5% and 1.0%) were constructed and tested. Load-deflection relationships were investigated. One of the objectives of this study was to investigate the effects of support rotations. Rotations of supports at corresponding load values were also measured. Ordinary concrete slabs support rotation values were recorded relatively close compared to high strength specimens. Mechanical properties of high-strength concrete and steel fibers were examined. Fracture patterns of plates were presented. Collapse occurred because of adherence loss in all slab specimens.

Keywords

References

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Details

Primary Language

English

Subjects

-

Journal Section

Research Article

Authors

Selçuk Emre Görkem This is me
0000-0002-3604-1993
Türkiye

Publication Date

March 1, 2019

Submission Date

December 25, 2018

Acceptance Date

March 1, 2019

Published in Issue

Year 2019 Volume: 37 Number: 1

IZ

https://izlik.org/JA89YR65TL

Cite

RIS / Bibtex

APA

Görkem, S. E. (2019). STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY. Sigma Journal of Engineering and Natural Sciences, 37(1), 273-288. https://izlik.org/JA89YR65TL

AMA

1.Görkem SE. STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY. SIGMA. 2019;37(1):273-288. https://izlik.org/JA89YR65TL

Chicago

Görkem, Selçuk Emre. 2019. “STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY”. Sigma Journal of Engineering and Natural Sciences 37 (1): 273-88. https://izlik.org/JA89YR65TL.

EndNote

Görkem SE (March 1, 2019) STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY. Sigma Journal of Engineering and Natural Sciences 37 1 273–288.

IEEE

[1]S. E. Görkem, “STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY”, SIGMA, vol. 37, no. 1, pp. 273–288, Mar. 2019, [Online]. Available: https://izlik.org/JA89YR65TL

ISNAD

Görkem, Selçuk Emre. “STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY”. Sigma Journal of Engineering and Natural Sciences 37/1 (March 1, 2019): 273-288. https://izlik.org/JA89YR65TL.

JAMA

1.Görkem SE. STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY. SIGMA. 2019;37:273–288.

MLA

Görkem, Selçuk Emre. “STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY”. Sigma Journal of Engineering and Natural Sciences, vol. 37, no. 1, Mar. 2019, pp. 273-88, https://izlik.org/JA89YR65TL.

Vancouver

1.Selçuk Emre Görkem. STEEL FIBRE HIGH STRENGTH & ORDINARY CONCRETE SLABS UNDER PARTIALLY FIXED BOUNDARY CONDITIONS - AN EXPERIMENTAL STUDY. SIGMA [Internet]. 2019 Mar. 1;37(1):273-88. Available from: https://izlik.org/JA89YR65TL