INFLUENCE OF CUYCLIC HUMIDITY ON TIME-DEPENDENT BEHAVIOUR OF POST-TENSIONED CONCRETE BEAMS.

Keywords: LEEDS UNIVERSITY, INFLUENCE, CYCLIC, HUMIDITY, TIME DEPENDENT, BEHAVIOUR, POST TENSIONED, CONCRETE, BEAMS, PERFORMANCE, CONSTANT, STORAGE, REDUCTION, SHRINKAGE, CREEP, LOSS, PRESTRESS, CAMBER, DEFLECTION, LOADS, GROUTING, TENDONS, SELF WEIGHT, EXPERIMENTS, CEMENT, RHPC, OPC, PORTLAND, ORDINARY, RAPID, HARDENING, SWELLING, ACCURACY