Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
1144114 | Systems Engineering Procedia | 2011 | 5 Pages |
Abstract
The tests were implemented in low strength concrete with four kinds of strength (C20, C25, C30, C35) and with diffrent strain ratses (10-5/s-1, 10-4/s-1, 10-3/s-1 and 10-2/s-1. The stress-strain curves, strength, elastic modulus and Poisson's ratio are studied in different strain rate. The results show that: (1) With the increase of strain rate, the inflexion strength and ultimate strength of concrete were improved; (2) With the increase of strain rate, the static and dynamic elastic modulus increased slightly; (3) Poisson's ratio increased slightly with the growth strain rate. This conclusion is very important in civil engineering.
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