The load distribution response of simply-supported reinforced concrete T-beam bridge has been examined. To obtain the response, six R.C.-T-beam bridges which had been tested by MOC, 1972, have been selected. The comparison between measured values and ...
The load distribution response of simply-supported reinforced concrete T-beam bridge has been examined. To obtain the response, six R.C.-T-beam bridges which had been tested by MOC, 1972, have been selected. The comparison between measured values and calculated values are made in this paper. Calculated values are from the method of orthotropic plate theory by Guyou-Massonet and the method of grillage theory by leonhardt and Homberg.
It is the purpose of this paper to present the reference data in field testing of R.C.T-beam bridge with or without cross beams within the elastic behavior range.