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Cho, C-G.; Kappos, A. J.; Moon, H-J.; Lim, H-J. (2015)
Publisher: Elsevier
Languages: English
Types: Article
Subjects: TA
For all types of concrete structures, controlling of cracking, as well as the enhancement of serviceability and ultimate flexural capacity are important issues for deck slabs. This study presents an experimental campaign and accompanying nonlinear analysis of a series of Strain Hardening Cementitious Composite (SHCC) and reinforced concrete slab systems, simply-supported and subjected to four-point loading. In order to improve flexural performance both at the service and ultimate limit states, an SHCC layer with thickness of 150–400 mm was placed on the soffit of the composite slab; the SHCC was manufactured using two different processes, namely cast-in-situ SHCCs and extruded precast SHCC panel. Nonlinear analysis of SHCC and reinforced concrete slabs was also carried out to predict moment and curvature as well as deflections of the slab systems. The developed slab systems were found to have enhanced performance with regard to both at serviceability and flexural capacity, compared to the conventional reinforced concrete slab.
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    • 15∼20. [4] Choi WC, Yun HD, Cho CG, Feo L. Attempts to apply high performance
    • Composite Structures 2014; 109; 211-23. [5] Herrera-Franco PJ, Valadez-González A. A study of the mechanical properties of short
    • natural-fibre reinforced composites. Composites Part B: Engineering 2005:36(8):
    • 597-608. [6] Wang S, Li VC. Polyvinyl alcohol fibre reinforced Engineered Cementitious Composites:
    • structural applications, Published by RILEM SARL; 2006; 65-73. [7] Cho CG, Ha GJ, Kim YY. Nonlinear model of reinforced concrete frames retrofitted by
    • in-filled HPFRCC walls. Struc. Eng. & Mech.; 2008; 30(2): 211~223. [8] Cho CG, Kim YY, Feo L, Hui D. Cyclic responses of reinforced concrete composite
    • Structures 2012; 94: 2246-53. [9] Kim YY, Lee BY, Bang JW, Han BC, Feo L, Cho CG. Flexural performance of
    • and high strength reinforcing steel bar. Composites: Part B 2014; 56; 512-19. [10] Saje D, Bandelj B, Šušterši J, Lopati J, Saje F. Autogenous and drying shrinkage of fibre
    • reinforced high-performance concrete. Journal of Advanced Concrete Technology 2012;
    • 10: 59-73. [11] Li M, Li VC. Behavior of ECC/concrete layered repair system under drying shrinkage
    • conditions. Journal of Restoration of Buildings and Monuments 2006; 12(2): 143-60.
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