The Serviceability Considerations of HSC Heavily Steel Reinforced Members under Bending
Ali Akbar Maghsoudi and Yasser Sharifi
DOI : 10.3844/ajassp.2008.1135.1140
American Journal of Applied Sciences
Volume 5, Issue 9
To investigate the serviceability conditions of High Strength Concrete (HSC) beams, the total number of 6 beams (L = 2 m, b = 0.2 m, h = 0.3 m) heavily reinforced with different ratios of ρ and ρ' were cast and tested under bending load. During the test the concrete and steel strains, deflection and crack width are measured at different beam locations. Based on these experimental readings, the bending rigidities (EI) of HSC beams are defined and the results are compared with the different available theoretical methods.
© 2008 Ali Akbar Maghsoudi and Yasser Sharifi. This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.