COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY

Selçuk Emre Görkem

COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY

Abstract

In this study, one of the fairly known practical plate problems was investigated, a square plate laterally loaded with single concentrated load at mid-span under all edges clamped. Clamping was made continuously along the edges with a small quantity of rotation. This type of clamping could be called as partially fixed. The primal objective of the present study is to investigate the behavior of two slabs with different dimensions (660x660x40 mm and 1080x1080x40 mm), produced with high-strength and ordinary concrete. High-strength reinforced concrete plates containing 8 mm orthogonal reinforcement with 100 mm spacing were constructed and tested. Load-deflection relationships were investigated. Mechanical properties of high-strength and ordinary concrete were examined. Fracture patterns of plates were presented. Comparisions were made both for high strength and ordinary concrete slabs.

Keywords

References

[1] TS 500, Betonarme Yapıların Hesap ve Yapım Kuralları, TSE, Ankara, 1985.
[2] CEB-FIP (MC90) Model Code for Concrete Structures, Committee Euro-International du Beton, Bulletin d’Information No. 213/214, Lausanne, Switzerland, 1990.
[3] ACI 318-89, Building Code Requirements for Reinforced Concrete, American Concrete Institute, Detroit, 1989.
[4] Nilson, A.H., Design of Concrete Structures, Mc-Graw Hill, 2000.
[5] Johansen, K. W. (1943) Brudlinieteorier. Jul. Gjellerups Forlag, Copenhagen , 191pp. (Yield Line theory (1962), Translated by Cement and Concrete Association, London, 181pp ).
[6] Kennedy G. ve Goodchild, C. (2000) Practical Yield Line Design, Reinforced Concrete Council, British Cement Association Publication.
[7] Szilard, R. (1974) Theory and Analysis of Plates Classical and Numerical Methods, Prentice Hall Inc.
[8] Jones L.L., Wood R.H. (1974) Yield Line Analysis Of Slabs, Thames&Hudson and Chatto&Windus, London.

Details

Primary Language

English

Subjects

-

Journal Section

Research Article

Authors

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

Publication Date

June 1, 2019

Submission Date

December 25, 2018

Acceptance Date

March 14, 2019

Published in Issue

Year 2019 Volume: 37 Number: 2

IZ

https://izlik.org/JA95AN47NA

Cite

RIS / Bibtex

APA

Görkem, S. E. (2019). COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY. Sigma Journal of Engineering and Natural Sciences, 37(2), 585-600. https://izlik.org/JA95AN47NA

AMA

1.Görkem SE. COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY. SIGMA. 2019;37(2):585-600. https://izlik.org/JA95AN47NA

Chicago

Görkem, Selçuk Emre. 2019. “COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY”. Sigma Journal of Engineering and Natural Sciences 37 (2): 585-600. https://izlik.org/JA95AN47NA.

EndNote

Görkem SE (June 1, 2019) COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY. Sigma Journal of Engineering and Natural Sciences 37 2 585–600.

IEEE

[1]S. E. Görkem, “COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY”, SIGMA, vol. 37, no. 2, pp. 585–600, June 2019, [Online]. Available: https://izlik.org/JA95AN47NA

ISNAD

Görkem, Selçuk Emre. “COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY”. Sigma Journal of Engineering and Natural Sciences 37/2 (June 1, 2019): 585-600. https://izlik.org/JA95AN47NA.

JAMA

1.Görkem SE. COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY. SIGMA. 2019;37:585–600.

MLA

Görkem, Selçuk Emre. “COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY”. Sigma Journal of Engineering and Natural Sciences, vol. 37, no. 2, June 2019, pp. 585-00, https://izlik.org/JA95AN47NA.

Vancouver

1.Selçuk Emre Görkem. COMPARISION OF HIGH STRENGTH AND ORDINARY REINFORCED CONCRETE SLABS UNDER FIXED BOUNDARY CONDITIONS BY YIELD LINE THEORY. SIGMA [Internet]. 2019 Jun. 1;37(2):585-600. Available from: https://izlik.org/JA95AN47NA