Tensile strength of early state concrete

Kon, Leong Wah (2005). Tensile strength of early state concrete B.Sc Thesis, School of Engineering, The University of Queensland.

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Author Kon, Leong Wah
Thesis Title Tensile strength of early state concrete
School, Centre or Institute School of Engineering
Institution The University of Queensland
Publication date 2005-01-01
Thesis type B.Sc Thesis
Supervisor Dr Peter Morris
Total pages 37
Language eng
Subjects 0905 Civil Engineering
Formatted abstract
The experimental modelling of cracking in early-age concrete in the framework of fracture mechanics of partially saturated porous media. A general concept of net effective stress is used in take into account effects of moisture suction and material damage on controlled tensile stress induced plastic concrete deformation. Comparisons between this theses experimental data and earlier results are presented to show how various concrete mixes behave under tensile loading.
Keyword Tensile
Concrete -- Cracking
Additional Notes Civil Engineering CIVL4560 project thesis, October 2005, call number THE19000 disk 1

Document type: Thesis
Collection: UQ Theses (non-RHD) - UQ staff and students only
Citation counts: Google Scholar Search Google Scholar
Created: Thu, 11 Apr 2013, 22:38:41 EST by Mr Yun Xiao on behalf of Scholarly Communication and Digitisation Service