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- W752792809 abstract "This paper presents the results of long term recording programs of monitoring temperatures within two concrete box girder bridges in Brisbane, Queensland. Design variables of differential temperature, average bridge temperature and base temperature are defined and results from the bridges monitored are presented for these variables. A method is proposed whereby average bridge temperature may be determined from the design variables of base temperature and differential temperature utilising standard differential temperature profiles. Internal stresses and curvatures have been determined analytically from the measured temperature profiles at time of occurrence of maximum differential temperature, from one of the box girder bridges over a three year period. These stresses and curvatures are compared with those given by using standard temperature profiles as given by various codes and authors. It is suggested that for the Brisbane locality the present NAASRA code gives conservative values of range in average bridge temperature and maximum differential temperature." @default.
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- W752792809 date "1980-08-01" @default.
- W752792809 modified "2023-09-27" @default.
- W752792809 title "Thermal response in concrete bridges, Brisbane" @default.
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