Hostname: page-component-cd9895bd7-dk4vv Total loading time: 0 Render date: 2024-12-29T07:29:04.875Z Has data issue: false hasContentIssue false
  • English
  • Français

The Stress-Strain Behavior of Densified Mix Design of Concrete

Published online by Cambridge University Press:  05 May 2011

Ping-Kun Chang
Ping-Kun Chang*
Affiliation:
Department of Civil Engineering, Van Nung Institute of Technology, Chungli, Tao-Yuan, Taiwan 320, R.O.C.
*
*Associate Professor
Get access

Abstract

This paper investigates the compressive strength and workability of High-Performance Concrete (HPC) which yields a slump at 250 ± 20mm and a slump flow at 650 ± 50mm. From the complete stress-strain curve, it shows the peak strain will be higher while the strength increases. Two kinds of the post failure models can be distinguished. The first type (Type I) is called strain softening and the second type (Type II) is called strain snapping back. Also, it is found that the modulus of elasticity Ec decreases as the volume of cementitious paste Vp increases. On the other hand, Poisson's ratio ν increases as Vp increases.

Keywords

Compressive strengthStress-strain curveFailure modelsModulus of elasticityPoisson's ratio
Type
Articles
Information
Journal of Mechanics , Volume 18 , Issue 4 , December 2002 , pp. 185 - 192
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2002

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

1Hwang, C. L. and Tsai, T. H., “Research and Development of HPC in Taiwan,” ACI Concrete International, 17(10), pp. 71–76 (1995).Google Scholar
2Chang, P. K. and Peng, Y. N., “Influence of Mixing Techniques on Properties of High Performance Concrete,” Cement and Concrete Research, 31(1), pp. 87–95 (2001).CrossRefGoogle Scholar
3Ozawa, K. M., Kunishima, K. and Okamura, M. H., “High Performance Concrete Based on the Durability Design of Concrete Structures,” Seminar on High Performance Concrete, Taiwan, pp. 65–70 (1992).Google Scholar
4Kosmatka, S. H. and Panarese, W. C., Design and Control of Concrete Mixtures, 13th ed., Portland Cement Association (1988).Google Scholar
5Hwang, C. L., Liu, J. J., Lee, L. S. and Lin, F. Y., “Densified Mixture Design Algorithm and Early Properties of High Performance Concrete,” Journal of the Chinese Institute of Civil and Hydraulic Engineering, 8(2), pp. 217–229 (1996).Google Scholar
6Larrard, F. De, “Optimization of High Performance Concrete,” Seminar on High Performance Concrete, Taiwan, pp. 31–44 (1993).Google Scholar
7Lin, T. D., “Concrete for Lunar Base Construction,” Symposium on Lunar Bases and Space Activities of the 21st Century, Lunar and Planetary Institute, Houston, Texas, NASA, April, pp. 318–390 (1986).Google Scholar
8Mehta, P. K. and Montliro, J. M., Concrete: Structure, Properties, and Materials, NJ: Prentice-Hall, Englewood Cliff (1993).Google Scholar
9Gilkey, H. J., “Water-Cement Ratio Versus Strength - Another Look,” ACI Journal, 57(10), pp. 1287–1312 (1961).Google Scholar
10Hwang, C. L., Duston, C. J. and Young, J. F., “Slump Loss of Superplasticized Concrete,” presented at the Second International Symposium on the Use of Superplasticizer in Concrete, Canada, pp. 1–14 (1981).Google Scholar
11Chang, P. K. and Hwang, C. L., “The Study on the Properties of High Performance Concrete Pastes by Using NMR,” The 10th Internatioal Congress of the Chemistry of Cement, Sweden, pp. 1–7 (1997).Google Scholar
12Chang, P. K., Hwang, C. L. and Tsai, T. S., “A Study on the Hydration Properties of High Performance Concrete Analyzed by Synchrotron Radiation,” Journal of the Chinese Institute of Engineers, 11(2), pp. 411–417 (1999).Google Scholar
13Chang, P. K. and Hwang, C. L., “A Study on the Micro-Structure of High Performance Concrete Paste,” Journal of Technology, 11(4), pp. 441–449 (1996).Google Scholar
14Chang, P. K. and Peng, Y. N., “The Development on Strength of High Performance Concrete,” Chinese Journal of Materials Science, 30(4), pp. 274–282 (1998).Google Scholar
15Chang, P. K. and Liao, T. S., “The Rheological Behavior of High Performance Concrete,” The 12th Congress of the Technical and Education, Taiwan, pp. 309–318 (1997).Google Scholar
16Johansen, V. and Andersen, P. J., “Particle Packing and Concrete Properties,” Materials Science of Concrete II, ed. by Skalny, J. and Mindess, S., American Ceramic Society, pp. 111–147 (1989).Google Scholar
17Russell, H. G., “Special Report No. 2: Long-Term Properties of High Strength Concrete,” ACI Concrete International, April, pp. 57–58 (1994).Google Scholar
18ACI 211.4R., Guide for Selecting Properties for High Strength Concrete with Portland Cement and Fly Ash, ACI, Detroit (1993).Google Scholar
19Hwang, C. L. and Lin, C. Y., “A Study on Quality Improvement of Sidewalk Slabs,” Journal of Civil and Hydraulic Engineering, 12(3), pp. 63–70 (1985).Google Scholar
20Yuan, C. A. and Guo, W. J., “Bond Between Marble and Cement Paste,” Journal of Cement and Concrete Research, 17, pp. 544–552 (1987).CrossRefGoogle Scholar
21Wang, J., “Mechanism of Orientation of Ca(OH)2 Crystals in Interface Layer Between Paste and Aggregate in Systems Containing Silica Fume,” Materials Research Society Symposium Proceedings, 114, pp. 127–132 (1987).Google Scholar
22Askeland, D. R., The Science and Engineering of Materials, MA: PWS Engineering, Boston, (1985).Google Scholar
23Mindess, S. and Young, J. F., Concrete, NJ: Prentice Hall, Englewood Cliffs (1993).Google Scholar
24Helmuth, R. A., “Fly Ash in Cement and Concrete,” PCA, R&D Laboratories, III, p. 203 (1987).Google Scholar
25Mehta, P. K., “Pozzolanic and Cementitious By-Product as Mineral Admixtures for Concrete- A Critical Review,” Fly Ash, Silica Fume, Slag and Other Mineral By-Products in Concrete, ACI SP-79, I, Detroit, pp. 1–46 (1983).Google Scholar