Driving infrastructure sustainability with Strain Hardening Cementitious Composites (SHCC)

Advances in Cement-Based Materials - Proceedings of the International Conference on Advanced Concrete Materials

Volumn , Issue , 2010, Pages 181-191

  Li, V C ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTITIOUS COMPOSITES; ENABLING TECHNOLOGIES; ENVIRONMENTAL DETERIORATION; SELF-HEALING; SELF-SENSING;

STRAIN HARDENING;

EID: 84859890590     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (38)

1. ASCE, Report Card for America's Infrastructure. http://www. infrastructurereportcard.org/ Accessed, Aug.,2009.
2. Hou, T. and Lynch, J.P. 2005, Monitoring Strain in Engineered Cementitious Composites using Wireless Sensors, Proceedings of the International Conference on Fracture (ICF XI), Turin, Italy, March 20-25.
3. Hou, T. and Lynch, J.P. 2009, Electrical Impedance Tomographic Methods for Sensing Strain Fields and Crack Damage in Cementitious Structures, in J. of Intelligent Material Systems and Structures, Sage Publications, Vol. 20, No. 11, pp. 1363-1379.
4. Kendall, A. 2007, Concrete Infrastructure Sustainability: Life Cycle Metrics, Materials Design, and Optimized Distribution of Cement Production, PhD Thesis, University of Michigan.
5. Kendall, A., Keoleian, G.A. and Lepech, M. 2008, Material Design for Sustainability through Life Cycle Modeling of Engineered Cementitious Composites, Materials and Structures, Vol. 41, No. 6, pp. 1117-1131.
6. Keoleian, G.A., Kendall, A., Dettling, J.E., Smith, V.M., Chandler, R., Lepech, M.D. and Li, V.C. 2005, Life Cycle Modeling of Concrete Bridge Design: Comparison of Engineered Cementitious Composite Link Slabs and Conventional Steel Expansion Joints, ASCE J. Infrastructure Systems, Vol. 11, No. 1, pp. 51-60.
7. Kunieda, M. and Rokugo, K. Recent Progress on HPFRCC in Japan-Required Performance and Applications, 2006, J. of Advanced Concrete Technology, Vol. 4, No. 1, pp. 19-23.
8. Lepech, M. 2006, A Paradigm for Integrated Structures and Materials Design for Sustainable Transportation Infrastructure, PhD Thesis, University of Michigan.
9. Lepech, M.D. 2009, Sustainable Infrastructure Systems using Engineered Cementitious Composites, Proc. of the American Society of Civil Engineers Structures Congress. Austin, Texas, USA.
10. Lepech, M. and Li, V.C. 2004, Size Effect in ECC Structural Members in Flexure, in Proc., FRAMCOS-5, Colorado, Eds. V.C. Li et al, pp. 1059-1066.
11. Lepech, M.D. and Li, V.C. 2008, Water Permeability in Engineered Cementitious Composites, Accepted, J. of Cement and Concrete Composites, Dec., 2008.
12. Lepech, M.D. and Li, V.C. 2009, Application of ECC for Bridge Deck Link Slabs, RILEM J. of Materials and Structures, DOI 10.1617/s11527-009-9544-5.
13. Lepech, M.D., Li, V.C., Robertson, R.E. and Keoleian, G.A. 2008, Design of Ductile Engineered Cementitious Composites for Improved Sustainability, ACI Materials J., Vol. 105, No. 6, pp. 567-575.
14. Li, V.C., Horikoshi, T., Ogawa, A., Torigoe, S. and Saito, T. 2004, Micromechanics-Based Durability Study of Polyvinyl Alcohol Engineered Cementitious Composite (PVA-ECC), ACI Materials Journal, Vol. 101, No. 3, pp. 242-248.
15. Li, V.C. and Lepech, M. 2004, Crack Resistant Concrete Material for Transportation Construction, in Proc., Transportation Research Board 83rd Annual Meeting, Washington, D.C., Compendium of Papers CD ROM, Paper 04-4680.
16. Li, V.C. and Leung, C.K.Y. 1992, Steady State and Multiple Cracking of Short Random Fiber Composites, ASCE J. of Engineering Mechanics, Vol. 118, No. 11, pp. 2246-2264.
17. Li, V.C., Wang, S. and Wu, C. 2001, Tensile Strain-Hardening Behavior of PVA-ECC, ACI Materials J., Vol. 98, No. 6, pp. 483-492.
18. Li, V.C. and Yang, E.H. 2007, Self-Healing in Concrete Materials, in Self Healing Materials: An Alternative Approach to 20 Centuries of Materials Science, Ed. S. van der Zwaag, Springer, pp. 161-193.
19. Lynch, J.P., Kamat, K., Li, V.C., Flynn, M.P., Sylvester, D., Najafi, K., Gordon, T., Lepech, M., Emami-Naeini, A., Krimotat, A., Ettouney, M., Alampalli, S. and Ozdemir, T. 2009, Overview of a Cyber-enabled Wireless Monitoring System for the Protection and Management of Critical Infrastructure Systems, SPIE Smart Structures and Materials, San Diego, CA.
20. Martinola G., Baeuml M.F. and Wittmann, F.H. 2004, Modified ECC by means of internal impregnation. J. Adv Concrete Tech. Vol. 2, No. 2, pp. 207-212.
21. Miyazato, S. and Hiraishi, Y. 2005, Transport Properties and Steel Corrosion in Ductile Fiber Reinforced Cement Composites, Proc. of the Eleventh International Conference on Fracture, Turin, Italy.
22. Sahmaran, M., Lachemi, M. and Li, V.C. 2009, Assessing the Durability of Engineered Cementitious Composites (ECC) Under Freezing and Thawing Cycles, In print, J. of ASTM Int'l, Vol. 6, No. 7.
23. Sahmaran, M., Li, M. and Li, V.C. 2007, Transport Properties of Engineered Cementitious Composites Under Chloride Exposure, ACI Materials J., Vol. 104, No. 6, pp. 604-611.
24. Sahmaran, M. and Li, V.C. 2007, De-icing Salt Scaling Resistance of Mechanically Loaded Engineered Cementitious Composites, J. Cement and Concrete Research, Vol. 37, pp. 1035-1046.
25. Sahmaran, M. and Li, V.C. 2008, Durability of Mechanically Loaded Engineered Cementitious Composites under Highly Alkaline Environment, J. Cement and Concrete Composites, Vol. 30, No. 2, pp. 72-81.
26. Sahmaran, M. and Li, V.C. 2009a, Influence of Microcracking on Water Absorption and Sorptivity of ECC, RILEM J. of Materials and Structures, Vol. 42, No. 5, pp. 593-603.
27. Sahmaran, M. and Li, V.C. 2009b, Durability Properties of Micro-Cracked ECC Containing High Volumes Fly Ash, J. Cement and Concrete Research, DOI information: 10.1016/j.cemconres.2009.07.009.
28. Sahmaran, M., Li, V.C. and Andrade, C. 2008, Corrosion Resistance Performance of Steel-Reinforced Engineered Cementitious Composites Beams, ACI Materials J., Vol. 105, No. 3, pp. 243-250.
29. Tuutti, K. 1982, Corrosion of Steel in Concrete, CBI Swedish Cement and Concrete Research Institute, Stockholm, Sweden, 1982, 159 pp.
30. RILEM TC HFC SC 2 STAR, 2009, Durability of Strain-Hardening Fiber Reinforced Cement-Based Composites (SHCC)-State-of-The-Art, Wittmann, F., and G. Van Zijl (eds.), in preparation.
31. United States Environmental Protection Agency (USEPA), 2000, Sources of dioxin-like compounds in the United States. Draft exposure and human health reassessment of 2,3,7,8-tetrachlorodibenzo-pdioxin (TCDD) and related compounds. Rep. No. EPA/600/P-00/001Bb, Environmental Protection Agency.
32. van Oss, H.G. and Padovani. A.C. 2002, Cement Technology, Journal of Industrial Ecology, Vol. 6, No. 1, pp. 89-105.
33. Vaysburd, A.M., Brown, C.D., Bissonnette, B. and Emmons, P.H. 2004, "Realcrete" versus "Labcrete", Concrete International, Vol. 26, No. 2, pp. 90-94.
34. World Business Council on Sustainable Development (WBCSD), 2002, Toward a Sustainable Cement Industry, Draft Rep., Battelle Memorial Institute/WBCSD, Geneva.
35. World Commission on Environment and Development (WCED), 1987, Our Common Future, Oxford University Press, New York.
36. Yang, E.H., Yang, Y. and Li, V.C. 2007, Use of High Volumes of Fly Ash to Improve ECC Mechanical Properties and Material Greenness, ACI Materials J., Vol. 104, No. 6, pp. 620-628.
37. Yang, Y., Lepech, M.D., Yang, E.H. and Li, V.C. 2009a, Autogenous Healing of Engineering Cementitious Composites under Wet-Dry Cycles, J. Cement and Concrete Research, Vol. 39, pp. 382-390.
38. Yang, Y., Yang E.H. and Li, V.C. 2009b, Autogenous Healing of Engineered Cementitious Composites at Early Age, Submitted, ACI Materials J.