EN
TR
THE EFFECT OF LOADING RATE ON COMPRESSIVE STRENGTH AND MODULUS OF ELASTICITY OF CONCRETE
Abstract
From the uniaxial compressive strength test, which is widely used in quality control of concrete,
different compressive strengths can be obtained at different loading rates. As the rate of loading
decreases, concrete specimen ruptures at a lower strength level, as the rate of loading increases
rupture occurs at a higher strength level. This situation can be explained by the increase in the
duration time of load on specimen and some creep may take place. For this reason rate of loading is
limited to 1.5–3.5 kgf/cm2/sec by American concrete compressive strength test standards.
In this study, standard cylinder concrete specimens were prepared at two strength levels. The
compressive strength tests were performed at three different loading rates (over, under and between
the recommended values by standards) at two different ages. Stress-strain relationships and modulus
of elasticity of high strength concrete specimens were also investigated.
Keywords
Details
Primary Language
Turkish
Subjects
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Journal Section
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Publication Date
January 1, 2004
Submission Date
January 1, 2004
Acceptance Date
-
Published in Issue
Year 2004 Volume: 6 Number: 1
APA
Felekoğlu, B., & Türkel, S. (2004). YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, 6(1), 65-75. https://izlik.org/JA39LZ99DC
AMA
1.Felekoğlu B, Türkel S. YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ. DEUFMD. 2004;6(1):65-75. https://izlik.org/JA39LZ99DC
Chicago
Felekoğlu, Burak, and Selçuk Türkel. 2004. “YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi 6 (1): 65-75. https://izlik.org/JA39LZ99DC.
EndNote
Felekoğlu B, Türkel S (January 1, 2004) YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 6 1 65–75.
IEEE
[1]B. Felekoğlu and S. Türkel, “YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ”, DEUFMD, vol. 6, no. 1, pp. 65–75, Jan. 2004, [Online]. Available: https://izlik.org/JA39LZ99DC
ISNAD
Felekoğlu, Burak - Türkel, Selçuk. “YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 6/1 (January 1, 2004): 65-75. https://izlik.org/JA39LZ99DC.
JAMA
1.Felekoğlu B, Türkel S. YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ. DEUFMD. 2004;6:65–75.
MLA
Felekoğlu, Burak, and Selçuk Türkel. “YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, vol. 6, no. 1, Jan. 2004, pp. 65-75, https://izlik.org/JA39LZ99DC.
Vancouver
1.Burak Felekoğlu, Selçuk Türkel. YÜKLEME HIZININ BETON BASINÇ DAYANIMINA VE ELASTİSİTE MODÜLÜNE ETKİSİ. DEUFMD [Internet]. 2004 Jan. 1;6(1):65-7. Available from: https://izlik.org/JA39LZ99DC