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Thermal deformation of loaded concrete during thermal cycles from 20°C to −165°C

✍ Scribed by J. Planas; H. Corres; M. Elices; R. Chueca


Publisher
Elsevier Science
Year
1984
Tongue
English
Weight
306 KB
Volume
14
Category
Article
ISSN
0008-8846

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✦ Synopsis


Communicated by Z.P. Bazant) (Received Nov. l], 1983) :~STRACT

Thermal deformation of concrete samples has been measured. Unloaded water-saturated concrete exhibits a corm~lex strain behaviour durin~ thermal cycles, characterized by dilatation coolin~ and an irreversible expansion reheating, l~aded water-saturated concrete behaves in a different way. The transition region is reversed -with respect to unloaded samples-and almost dissaoears, when compressive stress of 15 ~a is a~plied. Also an irreversible compressive deformation is bound after reheating. A oual]tative explanation of such effects, assumin9 that microcrackin~ is the dominant deformation mechanism in the transition range, is offered. Further research is needed alon~ this direction.