Influence of Specimen Size and Shape on Compression Perpendicular to the Grain of Green Messmate

1973 ◽  
Vol 1 (3) ◽  
pp. 255 ◽  
Author(s):  
SF Etris ◽  
VK Sisca ◽  
KC Lieb ◽  
IC Moore ◽  
AL Batik ◽  
...  
Keyword(s):  
Specimen Size ◽  
Size And Shape

Effect Of Specimen Size and Shape on Compressive Strength of Self-Compacting Concrete

2014 ◽  
Vol 7 (2) ◽  
pp. 16-29
Author(s):  
Mohammed Karem Abd ◽  
Zuhair Dhaher Habeeb
Keyword(s):  
Compressive Strength ◽  
Correction Factor ◽  
High Strength Concrete ◽  
High Strength ◽  
Specimen Size ◽  
Self Compacting Concrete ◽  
Normal Concrete ◽  
Cube Strength ◽  
Strength Concrete ◽  
Size And Shape

This study aims to show the effect of specimen size and shape on compressive strength of self-compacting concrete (SCC). The work is divided into two parts, the first was to designed Normal Concrete (NC), High Strength Concrete (HSC) and Self Compacting Concrete (SCC) of strength between (25-70) MPa. from locally available materials. The values percent of cylinder to cube strength were between (0.86-0.9), (0.94-0.96), (0.96-0.99) of NC, HSC and SCC respectively.The second is to investigate the effect of specimen size on compressive strength, the values of correction factor of cube specimens (150*150*150)mm and (100*100*100)mm is (0.89-1.29), (0.98-1.26) and (0.98-1.22) of NC,HSC and SCC respectively. The values of correction factor of cylinder specimens of (150*300) mm and (100*200) mm is (0.88-1.08), (0.93-1.07) and (0.95-1.04) of NC, HSC and SCC respectively.

scholarly journals Specimen size and shape effects on strength of concrete in the absence and presence of steel fibers

2021 ◽  
Vol 20 (1) ◽  
pp. 128-144
Author(s):  
Ali Mardani Aghabaglou ◽  
◽  
Sultan Husein Bayqra ◽  
Amir Nobakhtjoo ◽  
◽  
...  
Keyword(s):  
Tensile Strength ◽  
Tensile Tests ◽  
High Ratio ◽  
Specimen Size ◽  
Steel Fibers ◽  
Cement Ratio ◽  
Size And Shape ◽  
Concrete Mixtures ◽  
Fibrous Concrete ◽  
Shape Effects

In this research, the effects of size and shape on compressive and splitting tensile strength of fibrous and non-fibrous concrete specimens with different characteristic strength were investigated. With this aim, both fibrous and non-fibrous 10 different concrete mixtures with 0.3, 0.4, 0.5, 0.6 and 0. 7 Water/Cement ratio were prepared. In the fibrous mixture specimens, the total amount of steel fibers to 1% by total volume. In the entire specimens, 42.5 R type Portland cement were used as bonding elements while crushed lime stones in 3 sizes were added to the mixtures. Furthermore, to evaluate the influence of size and shapes over specimens’ strength, for each concrete mixtures two 10 cm and 15 cm cubic specimen beside two 10×20 cm and 15×30 cm cylindrical specimens were prepared as well. The prepared specimens were subjected to compressive and splitting tensile tests. The results showed that, regardless of the fiber amount and specimens’ shapes, the decrease in specimens’ size resulted in higher strength. But in the high ratio of Water/Cement and fibrous mixtures, the mentioned behavior was not observed.

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