Fiber-matrix interaction at early ages of concrete with short fibers

Cement and Concrete Research

Volumn 40, Issue 5, 2010, Pages 802-809

  Barluenga, Gonzalo ^a  

^a UNIVERSITY OF ALCALÁ   (Spain)

Author keywords

Crack Detection (B); Early age shrinkage (C); Short glass fiber

Indexed keywords

ALKALI RESISTANT; CONCRETE HYDRATION; CONCRETE MATRIX; CRACK OPENING; CRACKING CONTROL; CRACKING OF CONCRETE; DRYING SHRINKAGES; EARLY AGE; EARLY AGE CONCRETE; EARLY AGE SHRINKAGE (C); EFFECTIVE SOLUTION; FE MODEL; FIBER COATINGS; FIBER-MATRIX INTERACTION; KEYPOINTS; MATRIX; SHORT FIBER; SHORT GLASS FIBER;

AGE HARDENING; CRACK DETECTION; CRACKING (CHEMICAL); GLASS FIBERS; MECHANICAL PROPERTIES; SHRINKAGE; STRESSES;

FIBERS;

EID: 77949491179     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2009.11.014     Document Type: Article

References (18)

1. Altoubat S., and Lange D. Early Age Stresses and Creep-Shrinkage Interaction of Restrained Concrete, COE Report 14 for FAA (2001)
2. Weiss W.J. In: Bentur A. (Ed). Experimental Determination of the "Time-Zero t0" (Maturity-Zero M0), Chapter 6.1 in Early Age Cracking in Cementitious Systems, RILEM State of the Art Report TC-EAS (2002)
3. Holt E., and Leivo M. Cracking risks associated with early age shrinkage. Cement and Concrete Composites 26 5 (2004) 521-530
4. W. J. Weiss, Early-Age Shrinkage Cracking In Concrete, Ph D thesis, Northwestern University, (1999).
5. Mihashi H., and Leite J.P. State of the art report on control of cracking in early age concrete. Journal of Advanced Concrete Technology 2 2 (2004) 141-154
6. Barluenga G., and Hernández-Olivares F. Cracking control of concretes modified with short AR-glass fibers at early age: experimental results on standard concrete and SCC. Cement and Concrete Research 37 12 (2007) 1624-1638
7. Mirza F.A., and Soroushian P. Effects of alkali-resistant glass fiber reinforcement on crack and temperature resistance of lightweight concrete. Cement and Concrete Composites 24 2 (2002) 223-227
8. Mesbah H.A., and Buyle-Bodin F. Efficiency of polypropylene and metallic fibres on control of shrinkage and cracking of recycled aggregate mortars. Construction and Building Materials 13 (1999) 439-447
9. Banthia N., and Gupta R. Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete. Cement and Concrete Research 36 7 (2006) 1263-1267
10. Zhandarov S., and Mäder E. Characterization of fiber/matrix interface strength: applicability of different tests, approaches and parameters. Composites Science and Technology 65 (2005) 149-160
11. Gao S.L., Mäder E., and Plonka R. Coatings for glass fibers in a cementitious matrix. Acta Materialia 52 (2004) 4745-4755
12. Schefflera C., Gao S.L., Plonka R., Mäder E., Hempel S., Butler M., and Mechtcherine V. Interphase modification of alkali-resistant glass fibres and carbon fibres for textile reinforced concrete I: fibre properties and durability. Composites Science and Technology 69 (2009) 531-538
13. Desai T., Shah R., Peled A., and Mobasher B. Mechanical properties of concrete reinforced with AR-glass fibers. 7th International Conference on Brittle-Matrix Composites, BMC-7, Warsaw, Poland, October 13-15th (2003)
14. Yang W., Weiss W.J., and Shah S.P. Predicting shrinkage stress field in concrete slab on elastic subgrade. Journal of Engineering Mechanics 126 1 (2000) 35-42
15. Cusson D. Sensitivity analysis of the early-age properties of high-performance concrete - a case study on bridge barriers. 6th Int. Conference on Creep, Shrinkage and Durability of Concrete and other Quasi-brittle materials, Cambridge MA (2001)
16. Li V.C. On engineered cementitious composites (ECC). A review of the material and its applications. Journal of Advanced Concrete Technology 1 3 (2003) 215-230
17. Larson M., and Jonasson J.E. Linear logarithmic model for concrete creep. I. Formulation and evaluation. Journal of Advanced Concrete Technology 1 2 (2003) 172-187
18. Larson M., and Jonasson J.E. Linear logarithmic model for concrete creep. II. Prediction formulas and description of creep behaviour. Journal of Advanced Concrete Technology 1 2 (2003) 188-200