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Creep of plain concrete under axial compression | |
| Author | Pyoongkich Chivamit |
| Call Number | AIT Thesis no. 97 |
| Subject(s) | Creep of concrete |
| Note | A thesis submitted in partial fulfillment if the requirements for the degree of Master of Engineering in the SEATO Graduate School of Engineering, Bangkok, Thailand. |
| Publisher | Asian Institute of Technology |
| Abstract | Creep tests were conducted on one concrete mix. The test specimens were 2.85 in. diameter, 12 in. high unsealed cylinders and cruciform specimens with identical cross-sectional area and height; loaded at the age of 40 days with uniform compressive stresses of 10, 15, 20, 25, 30, 40 and 50 percent of the 40-days compressive strength. Loads were sus¬ tained from 60 days up to 90 days. Time dependent deformations were measured during the entire test period. Shrinkages of unloaded specimens, stored in a controlled temperature environment with the test specimens,were measured during the entire test period. A mathematical expression for the time dependent stress-strain re¬ lationship of the cylinder is proposed, and may be used for the determina¬ tion of creep deflections in a reinforced concrete beam. The time-dependent stress-strain relationship derived for the cruci¬ form specimens reflects the effect of the surface area on the creep of plain concrete under axial compression. |
| Year | 1964 |
| Type | Thesis |
| School | Student Research Before 1979 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Dr. L.B. Kriz |
| Examination Committee(s) | Dr. A.R. Cusens;Dr. W.J. Venuti;Dean Milton E. Bender, Jr. |
| Degree | Thesis (M.Eng.) - SEATO Graduate School of Engineering |