Abstract
ABSTRACT A simply supported bridge deck of a new type with trough shaped cross section has been instrumented with strain gages and vibrating wire extensometers in June 2000 in order to assess its time-dependent behaviour. Additionally, creep and shrinkage tests on the C60 concrete used in this bridge deck are carried out in our laboratory. This paper reports on the comparison between creep and shrinkage measurements on the concrete samples and the predicted values by the more recent models. Then, bridge deck strain measurements are compared with predicted values by two pseudo—elastic analysis methods: the first one uses simply a variable modulus of elasticity whereas the second one applies the age adjusted effective modulus method.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
