Analysis of concrete structures subjected to sustained temperature gradients Journal Articles

abstract

• A simple method using aging coefficients and “creep-transformed” section properties is presented for computing time-dependent effects in uncracked concrete members subjected to sustained loads and sustained temperature gradients. The creep coefficients at elevated temperatures are determined using a normalizing function for temperature. The method is applied to prestressed continuous beams and the results are compared with experimental data. Key words: analysis, concrete (prestressed). concrete (reinforced), creep, loads (forces), shrinkage, structural engineering, temperature.

authors

• Sivakumaran, Ken Siva
• Dilger, Walter H

status

• published 

publication date

• September 1, 1984

has subject area

• 0905 Civil Engineering (FoR)
• 1202 Building (FoR)
• Civil Engineering (Science Metrix)

published in

• Canadian Journal of Civil Engineering  Journal

keywords

• Engineering
• Engineering, Civil
• Science & Technology
• Technology

Digital Object Identifier (DOI)

• 10.1139/l84-061

start page

• 404

end page

• 410

volume

• 11

issue

• 3