Closed-form solutions for uniaxial passive restraint experiments

American Concrete Institute, ACI Special Publication

Volumn , Issue 270 SP, 2010, Pages 17-31

  Grasley, Zachary C ^a  

^a Department of Electrical and Computer Engineering   (United States)

Author keywords

Cracking frame; Drying; Restrained; Solidification; Viscoelastic

Indexed keywords

ANALYTICAL TECHNIQUES; CLOSED FORM SOLUTIONS; CONSTITUTIVE PROPERTIES; CRACKING FRAME; DRYING SHRINKAGES; FREE-DRYING; INTERNAL RELATIVE HUMIDITY; MASS LOSS; NONUNIFORM; RESTRAINED; STRESS GRADIENT; VISCOELASTIC; YOUNG'S MODULUS;

ATMOSPHERIC HUMIDITY; EXPERIMENTS; SHRINKAGE; SOLIDIFICATION;

DRYING;

EID: 78649330805     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (22)

1. Amin, M. N.; Jeong-Su, K.; Yun, L.; and Jin-Keun, K., "Simulation of the Thermal Stress in Mass Concrete Using a Thermal Stress Measuring Device," Cement and Concrete Research, V. 39, No. 3, 2009, pp. 154-64.
2. Breitenbuecher, R., "Investigation of Thermal Cracking with the Cracking-Frame," Materiaux et Constructions, V. 23, No. 135, 1990, pp. 172-177.
3. Riding, K. A.; Poole, J. L.; Schindler, A. K.; Juenger, M. C. G.; and Folliard, K. J., "Quantification of Effects of Fly Ash Type on Concrete Early-Age Cracking," ACI Materials Journal, V. 105, No. 2, Mar.-Apr. 2008, pp. 149-155.
4. Schiessl, P.; Beckhaus, K.; Schachinger, I.; and Rucker, P., "New Results on Early-Age Cracking Risk of Special Concrete," Cement, Concrete and Aggregates, V. 26, No. 2, 2004, pp. 139-147.
5. Vepakomma, S.; Jeong, J.-H.; and Zollinger, D. G., "Characterization of Cracking Restraint at Saw-Cut Joints Using the German Cracking Frame," Transportation Research Record, V. 1813, 2002, pp. 28-35.
6. Yang, E.-I.; Yi, S.-T.; and Lee, H.-J., "Mechanical Characteristics of Axially Restrained Concrete Specimens at Early Ages," Journal of Materials in Civil Engineering, V. 16, No. 1, 2004, pp. 35-44.
7. Grasley, Z. C., and Lange, D. A., "Constitutive Modeling of the Aging Viscoelastic Properties of Portland Cement Paste," Mechanics of Time-Dependent Materials, V. 11, No. 3-4, 2007, pp. 175-198.
8. Bazant, Z. P., "Solidification Theory for Concrete Creep I: Formulation," ASCE Journal of Engineering Mechanics, V. 115, No. 8, 1989, pp. 1691-1703.
9. Read, W. T., "Stress Analysis for Compressible Viscoelastic Materials," Journal of Applied Physics, V. 21, 1950, pp. 671-674.
10. D'Ambrosia, M. D.; Altoubat, S. A.; Park, C.; and Lange, D. A., "Early Age Tensile Creep and Shrinkage of Concrete with Shrinkage Reducing Admixtures," Creep, Shrinkage and Durability Mechanics of Concrete and other Quasi-Brittle Materials, CONCREEP '01, Boston, MA, 2001.
11. D'Ambrosia, M. D., and Lange, D. A., "Modeling Early Age Tensile Creep and Shrinkage of Concrete," Shrinkage and Creep of Concrete, SP-227, J. N. Gardner and J. Weiss, eds., American Concrete Institute, Farmington Hills, MI, 2005, pp. 349-366.
12. Carol, I., and Bazant, Z. P., "Viscoelasticity with Aging Caused by Solidification of Nonaging Constituent," Journal of Engineering Mechanics, V. 119, No. 11, 1993, pp. 2252-2259.
13. De Schutter, G., and Taerwe, L., "Towards a More Fundamental Non-Linear Basic Creep Model for Early Age Concrete," Magazine of Concrete Research, V. 49, No. 180, 1997, pp. 195-200.
14. Concrete Repair Manual, second edition, V. 1, published by ACI, Concrete Society, BRE, ICRI, 2003, 2092 pp.
15. Carslaw, H. S., and Jaeger, J. C., Conduction of Heat in Solids, second edition, Clarendon Press, Oxford, UK, 1946, 510 pp.
16. Bazant, Z. P., and Baweja, S., "Justification and Refinements of Model B3 for Concrete Creep and Shrinkage: 1 - Statistics and Sensitivity," Materials and Structures/Materiaux et Constructions, V. 28, No. 181, 1995, pp. 415-430.
17. Coussy, O.; Dangla, P.; Lassabatere, T.; and Baroghel-Bouny, V., "The Equivalent Pore Pressure and the Swelling and Shrinkage of Cement-Based Materials," Materials and Structures, V. 37, No. 265, 2004, pp. 15-20.
18. Biot, M. A., "General Theory of Three-Dimensional Consolidation," Journal of Applied Physics, V. 12, No. 2, 1941, pp. 155-164.
19. Vlahinic, I.; Jennings, H. M.; and Thomas, J. J., "A Constitutive Model for Drying of a Partially Saturated Porous Material," Mechanics of Materials, V. 41, No. 3, 2009, pp. 319-328.
20. Grasley, Z. C., "Measuring and Modeling the Time-Dependent Response of Cementitious Materials to Internal Stresses," PhD thesis, University of Illinois at Urbana-Champaign, Urbana, IL, 2006.
21. Lura, P.; Guang, Y. E.; van Bruegel, K., "Effect of Cement Type on Autoegenous Deformation of Cement-Based Materials," Autogenous Deformation of Concrete, SP-220, American Concrete Institute, Farmington Hills, MI, 2004, pp. 57-68.
22. Jensen, O. M.; Hansen, P. F.; Lachowski, E. E.; and Glasser, F. P., "Clinker Mineral Hydration at Reduced Relative Humidities," Cement and Concrete Research, V. 29, No. 9, 1999, pp. 1505-1512.