CAN/CSA-S originally consisted of pages (x preliminary and text), each dated. May It now consists of the following pages. 1 Scope. General This Standard. CAN/CSA-A/A Concrete Materials and Methods of Concrete .. CAN/CSA-C (R) Performance Standard for Dusk-to-Dawn Luminaires .. Canadian Standards Association > Standards > CAN/CSA-S 12 – Design. Preface This is the second edition of CSA S, Design and construction of building structures with fibre-reinforced polymers. It supersedes the first edition.
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CAN/CSA-S (R) | Standards Council of Canada – Conseil canadien des normes
Microstructural analysis shows that the increase in creep strain, after the hour period, is negligible for GFRP bars under allowable service load. Theoretical predictions for immediate deflection were calculated, using three methods ACI Author s Youssef, Tarik A. Satisfactory results were found when the k b bond-coefficient factor is taken as 1.
Furthermore, the empirical models available in ACI The theoretical curves were in very csq agreement with the measured values.
csa s 02 pdf to jpg
Residual tensile tests and microstructural analysis followed a806-02 long-term testing period. The test duration, for the two phases, exceeded hours days wherein regular monitoring’ of creep strain evolution took place and.
As regards crack width prediction, the equations adopted by ACI The dimensions of which are mm x mm x mm, installed under third-point sustained load, for a period exceeding one year. Show full document record. Immediate crack width results were compared to the prediction equations adopted by ACI These predictions showed that both models can serve as upper bound and lower bound limits for z806-02 measured long-term deflection curves, respectively.
In Phase 2, six different types of GFRP bars are tested under two levels of allowable service load, according to the currently available North American standards. Results showed that the North American standards are conservative as regards long-term deflection prediction. From the obtained data, the time-dependent kt multiplier, accounting for css width increase after one year, was deduced as 1.
The program, consisting of four phases, studies the creep performance of FRP bars as well as the overall long-term behaviour of FRP reinforced concrete beams. Phase 4 deals with four full-scale GFRP reinforced concrete beams, of dimensions mm x mm x mmsubjected to uniform s086-02 load for a period of six months. Some features of this site may not work without s80-602. Numerical modelling took place using a computer program Fortran based on the age-adjusted effective modulus method, to predict the long-term deflection of the beams.