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

doi:10.1680/iicep.1989.2006

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

Authors: JJ BROOKS; AE GAMBLE
Source: ICE Proceedings, Volume 87, Issue 2, pages 255 –270 , , E-ISSN: 1753-7789

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By this author: JJ BROOKS , AE GAMBLE

Proc. Instn Cio. Engrs, Part 2,1989,87, June, 255-270 PAPER 9423 STRUCTURAL ENGINEERING GROUP Influence of cyclic humidity on time-dependent behaviour of post-tensioned concrete beams J. J. BROOKS, BSc, PhD, MIMechE* A. E. GAMBLE, Bsc, MICE, MIHT* The performance of post-tensioned concrete beams stored at a cyclic humidity ranging from 65 to 100% is compared with a constant humidity storage of 65%. At the cyclic humidity, there were reductions in shrinkage, creep, loss of prestress and camber...

Keywords: RAPID; PERFORMANCE; ACCURACY; TIME DEPENDENT; TENDONS; DEFLECTION; BEAMS; CREEP; PORTLAND; LOADS; STORAGE; BEHAVIOUR; OPC; CEMENT; LEEDS UNIVERSITY; CONCRETE; REDUCTION; EXPERIMENTS; HUMIDITY; RHPC; POST TENSIONED; CAMBER; SWELLING; PRESTRESS; CYCLIC; INFLUENCE; CONSTANT; LOSS; HARDENING; ORDINARY; GROUTING; SELF WEIGHT; SHRINKAGE
Document Type: Research Article
DOI: 10.1680/iicep.1989.2006

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