Size effects in unreinforced and lightly reinforced concrete beams failing in flexure
Abstract
Fracture-based models commonly use a characteristic length as the basis for determining size effects in concrete beams. The characteristic length is related to the concrete fracture process zone and defined in terms of the concrete fracture properties. Semi-empirical constants are then developed to accommodate any unidentified (geometric or crack bridging) parameters. However, a reliance on semi-empirical factors can limit the applicability to...
Paper Details
Title
Size effects in unreinforced and lightly reinforced concrete beams failing in flexure
Published Date
Jan 1, 2022
Volume
259
Pages
107987 - 107987
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