STRENGTH SHRINKAGE AND CREEP OF CONCRETE IN TENSION AND COMPRESSION

Authors

  • S A Kristiawan Department of Civil Engineering, University of Sebelas Maret

:

https://doi.org/10.9744/ced.8.2.pp.%2073-80

Keywords:

direct tensile, tensile strength, tensile creep, compressive creep, shrinkage.

Abstract

Strength, shrinkage and creep of concrete in tension and compression have been determined and the relationship between those properties was studied. Direct tensile tests were applied to measure those properties in tension. The relationship of creep in tension and compression was determined based on the measurement of creep at similar stress and similar stress/strength ratio. It is found that concrete deforms more in tension than in compression. Except for concrete with a higher water/cement ratio, the use of pulverised fuel ash, ground granulated blast furnace slag, superplasticizer and shrinkage reducing admixture has no effect on strength. However, they affect creep and shrinkage of concrete.

Downloads

Published

2006-07-24

How to Cite

Kristiawan, S. A. (2006). STRENGTH SHRINKAGE AND CREEP OF CONCRETE IN TENSION AND COMPRESSION. Civil Engineering Dimension, 8(2), pp. 73-80. https://doi.org/10.9744/ced.8.2.pp. 73-80

Issue

Vol. 8 No. 2 (2006): SEPTEMBER 2006

Section

Articles

License

Authors who publish with this journal agree to the following terms:
  1. Authors retain the copyright and publishing right, and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) followingthe publication of the article, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).