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- W634624946 abstract "It is only recently that the thermal response of concrete bridges due to insulation induced differential temperature gradients has formed an integral part of bridge design. Generally this loading is significant only at service load conditions with the major area of concern being cracking of prestressed concrete structures. Thurston provides a literature survey of reported distress in bridges attributed to thermal effects. Priestley has shown that measured bridge temperatures are in good agreement with predictions from a linear heat flow model and proposed a fifth power parabolic temperature distribution adequate for design purposes. This, at the structural design phase, the increase in crack widths due to additional worst day thermal loading can be calculated. However apart from work done by Thurston on models of concrete bridges, no reported comparisons of theoretical and measured thermal crack widths were found in a literature survey. (Author/TRRL)" @default.
- W634624946 created "2016-06-24" @default.
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- W634624946 date "1982-08-01" @default.
- W634624946 modified "2023-09-27" @default.
- W634624946 title "MEASUREMENTS OF THERMAL CRACK WIDTHS IN A PRESTRESSED CONCRETE BRIDGE" @default.
- W634624946 hasPublicationYear "1982" @default.
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