... measurements were made at 30 min intervals up to 150 min after mixing, and the results obtained are shown in Fig. 3. The loss of workability was of a uniform nature and was found to be little less for concrete produced with 100% coarse RCA or 100% coarse and 50% ®ne RCA than for the corresponding NA mixes...

... MODELLING BEHAVIOUR FINITE ELEMENTS SIMULATION TESTS LOSS SURFACE RELIEF BLOCKS Theory and application of the hard inclusion techniques for the measurement of in situ stresses in prestressed concrete box-girder bridges M. J. Ryall, BSc, MSc, PhD, CEng, MICE, MIStructE, MIABS Proc. Instn Civ...

..., percentage of tensile reinforcement, extent of loss of concrete cover and concrete steel bond, relative position of damaged section from the support, percentage of nominal top steel (in the absence of shear reinforcement in the form of links), depth of removal of concrete, the loading arrangement...

...J CAIRNS; Z ZHAO HERIOT WATT UNIVERSITY CONCRETE BEAMS BEHAVIOUR EXPOSED REINFORCEMENT CORROSION DETERIORATION REINFORCED EXPOSURE STRUCTURAL TESTS NUMERICAL MODELLING FAILURES MODES FLEXURE SHEAR STRENGTH LOSS MODELS PREDICTION STRAIN EXPERIMENTS RATIOS LOADING...