High strength reduced elastic modulus concrete
AssigneeUniversity of South Carolina
InventorDimitris Rizos
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Abstract
Concrete that exhibits increased flexibility (i.e., low modulus of elasticity) and high compressive strength is described. High aspect ratio structures as may be formed of the concrete are described. Structures formed of the concrete can have the same high compressive strength as similar structures formed from a more conventional concrete but can be significantly more flexible, which can allow for better load distribution in the structure and associated assembly. The concrete includes a weathered granite as coarse aggregate. The materials can be particularly beneficial in forming concrete components of a rail infrastructure, such as railroad ties and slabs.
Claims16
A structure having an aspect ratio of greater than 1, the structure comprising concrete having a compressive strength of 7 ksi or greater as determined according to ASTM C 39 (AASHTO T 22) and an elastic modulus of 4,300 ksi or less as determined according to ASTM C 469, the concrete comprising a coarse aggregate, the coarse aggregate comprising weathered granite aggregate having a cross sectional dimension of 0.19 inches or greater.
Dependencies are inferred from the claim text.