Myers, J. J., & Brewe, J. E. (2009). High-strength self-consolidating concrete girders subjected to elevated compressive fiber stresses (Report No. NUTC R209). Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety. https://rosap.ntl.bts.gov/view/dot/16815
Myers, John J. and Jared E. Brewe. High-strength self-consolidating concrete girders subjected to elevated compressive fiber stresses. Report no. NUTC R209. Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety, 2009. https://rosap.ntl.bts.gov/view/dot/16815.
Myers, John J., and Jared E. Brewe High-strength self-consolidating concrete girders subjected to elevated compressive fiber stresses. Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety, 2009, Report no. NUTC R209, ROSA P. https://rosap.ntl.bts.gov/view/dot/16815.
There are limited measurements documented in the literature related to long-term prestress losses in self consolidated concrete
;
(SCC) members. Recorded test data has shown variations in mechanical property behavior of SCC compared to conventional
;
HSC mixtures in the 8-12 ksi range. Over the past year, precast manufacturers such as Coreslab Structures, Inc., in Marshall, MO
;
have experienced inconsistencies in camber behavior with SCC which may be attributed to mechanical property variations, but
;
variation in stress may also be a contributing factor. Additionally, increasing the allowable fiber stress limit is desired for full
;
utilization of materials and members, as long as structural performance is maintained. Furthermore, accurate prediction of time-dependant
;
prestress losses is essential for determination of the effective prestress force, which effects serviceability prediction and
;
structural perfromance. Further investigation is required.
Myers, J. J., & Brewe, J. E. (2009). High-strength self-consolidating concrete girders subjected to elevated compressive fiber stresses (Report No. NUTC R209). Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety. https://rosap.ntl.bts.gov/view/dot/16815
Myers, John J. and Jared E. Brewe. High-strength self-consolidating concrete girders subjected to elevated compressive fiber stresses. Report no. NUTC R209. Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety, 2009. https://rosap.ntl.bts.gov/view/dot/16815.
Myers, John J., and Jared E. Brewe High-strength self-consolidating concrete girders subjected to elevated compressive fiber stresses. Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety, 2009, Report no. NUTC R209, ROSA P. https://rosap.ntl.bts.gov/view/dot/16815.
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