Integrated structures and materials design

Materials and Structures/Materiaux et Constructions

Volumn 40, Issue 4, 2007, Pages 387-396

  Li, Victor C ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Bridge link slab; Composite; ECC; ISMD; Micromechanics

Indexed keywords

BRIDGES; DUCTILITY; DURABILITY; ELASTIC MODULI; MICROCRACKS; STRUCTURAL DESIGN; TENSILE STRAIN;

INFRASTRUCTURE; INTEGRATED STRUCTURES; MATERIALS DESIGN;

MICROMECHANICS;

EID: 34548224716     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-006-9146-4     Document Type: Article

References (21)

1. SEAOC (1995) Vision 2000: A framework for performance based engineering of buildings, Structural Engineers Association of California, Sacramento, CA
2. Li VC (2004) Strategies for high performance fiber reinforced cementitious composites development. In: Ahmad S, di Prisco M, Meyer C, Plizzari GA, Shah S (eds) Fiber reinforced concrete: from theory to practice, Proc. N. American/European Workshop on Advances in Fiber Reinforced Concrete, Bergamo, Italy, pp. 93-98
3. Li VC, Fischer G (2002) Reinforced ECC - an evolution from materials to structures. Proceedings of the First FIB Congress, Osaka, Japan, October 2002, pp. 105-122
4. Caner A, Zia P (1998) Behavior and design of link slabs for jointless bridge decks. PCI Journal MayJune:68-80
5. Kim YY, Fischer G, Li VC (2004) Performance of bridge deck link slabs designed with ductile ECC. ACI Struct J 101(6):792-801
6. Matsui S (1997) Technology developments for bridge decks-innovations on durability and construction (in Japanese). Kyouryou To Kiso (8):84-92
7. American Concrete Institute (1995) Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95). American Concrete Institute, Farmington Hills, MI
8. American Association of State Highway and Transportation Officials (1998) AASHTO LFRD Bridge design specifications: Second Edition. AASHTO. Washington, DC, USA, pp. 5-41
9. Wang K, Jansen D, Shah S, Karr A (1997) Permeability study of cracked concrete. Cement and Concrete Research 27(3):381-393
10. Gilani A, Jansson P (2004) Link slabs for simply supported bridges. MDOT Report Number MDOT SPR-54181, Structural Research Unit, Construction and Technology Support Area, Michigan Department of Transportation. Lansing, Michigan
11. Wang S, Li VC (2005) Polyvinyl alcohol fiber reinforced engineered cementitious composites: material design and performances. In: Proc., Int'l Workshop on HPFRCC Structural Applications, Hawaii, May 2005
12. Li VC (2003) On Engineered Cementitious Composites (ECC) - A Review of the Material and its Applications. J Adv Concrete Technol 1(3):215-230
13. Li VC, Wang S, Wu C (2001) Tensile strain-hardening behavior of PVA-ECC. ACI Mater J 98(6):483-492
14. Li VC, Leung CKY (1992) Steady state and multiple cracking of short random fiber composites. ASCE J Eng Mech 118(111):2246-2264
15. Wang S (2005) Micromechanics based matrix design for ECCs, PhD Thesis, University of Michigan, Ann Arbor, April, 2005
16. Li VC, Wu C, Wang S, Ogawa A, Saito T (2002) Interface tailoring for strain-hardening PVA-ECC. ACI Mater J 99(5):463-472
17. Li VC, Lepech M (2004) Crack resistant concrete material for transportation construction. In: Transportation Research Board 83rd Annual Meeting, Washington, D.C., Compendium of Papers CD ROM, Paper 04-4680, 2004
18. Suthiwarapirak P, Matsumoto T, Kanda T (2002) Flexural Fatigue Failure Characteristics of an Engineered Cementitious Composite and Polymer Cement Mortars. J Materials Cone Struc Pavements JSCE 718(57):121-134
19. Lepech M, Li VC (2005) Design and field demonstration of ECC link slabs for jointless bridge decks. ConMat'05, Vancouver, Canada, August, 2005, CDdocuments/l-05/SS-GF-05_FP.pdf
20. Zia P, Caner A, El-Safte AK (1995) Jointless bridge decks, research project 23241-94-4. Center for Trans. Eng. Studies, North Carolina State, pp. 1-117
21. Keoleian GA, Kendall A, Dettling JE, Smith VM, Chandler R, Lepech MD, Li VC (2005) Life cycle modeling of concrete bridge design: comparison of engineered cementitious composite link slabs and conventional steel expansion joints. In: ASCE J Infrastruct Syst 51-60