Research on Compression Failure and Size Effect in High Strength Eccentric Reinforced Concrete Column
2012 ◽
Vol 193-194
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pp. 656-661
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Keyword(s):
This test was investigated on the compression failure in eccentric reinforced concrete square cross-section. In total twelve different scale specimens were eccentrically compressed with size of: 200×200mm; 400×400mm; 800×800mm. specimens were divided into 3 groups with 4 each. Only six columns have been investigated in this paper thus a column by eccentricity. The main point were based on the existence of size effect phenomenon on cross-section components collapsed with different sizes to the ultimate bearing capacity and the cross-section strain, ductility, deflection, and other failure characteristics. Analysis of the experimental data’s showed that the size effect phenomenon exists.
2013 ◽
Vol 351-352
◽
pp. 422-426
2013 ◽
Vol 351-352
◽
pp. 401-405
2012 ◽
Vol 479-481
◽
pp. 2041-2045
2011 ◽
Vol 243-249
◽
pp. 431-437
Keyword(s):
2008 ◽
Vol 73
(630)
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pp. 1331-1338
2008 ◽
Vol 400-402
◽
pp. 269-274
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