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(2009)
Verification Testing and Design Procedure for FRP Grid Reinforced Concrete Slabs
L. Bank, M. Oliva, J. Russell, David Jacobson, M. Conachen, Bruce Nelson, Dennis McMonigal (2006)
Double-Layer Prefabricated FRP Grids for Rapid Bridge Deck Construction: Case StudyJournal of Composites for Construction, 10
(2005)
Modular 3-D FRP Reinforcing System for a Bridge Deck, Master Thesis, Department of Civil and Environmental Engineering, University of Wisconsin-Madison, USA
(2006)
Investigation of Modular FRP Grid Reinforcing Systems with Integral Stay-in-Place Form for Concrete Bridge Decks
Abdel El-Ghandour, K. Pilakoutas, P. Waldron (2003)
Punching Shear Behavior of Fiber Reinforced Polymers Reinforced Concrete Flat Slabs: Experimental StudyJournal of Composites for Construction, 7
S. Matthys, L. Taerwe (2000)
Concrete Slabs Reinforced with FRP Grids. II: Punching ResistanceJournal of Composites for Construction, 4
(1995)
Punching shear behavior of pultruded FRP grating reinforced concrete slabs, in second international RILEM symposium on non-metallic (FRP) reinforcement for concrete structures
L. Bank, Z. Xi (1993)
Pultruded FRP Grating Reinforced Concrete SlabsSP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium
T. Alkhrdaji, E. Fyfe, James Korff, M. Schupack, C. Bakis, T. Gentry, Michael Lee, D. Scott, P. Balaguru, J. Gergely, J. Levar, R. Sen, L. Bank, W. Gold, I. Mahfouz, K. Soudki, N. Grace, O. Marshall, Samuel Steere, B. Benmokrane, M. Green, R. Steffen, G. Blaszak, Zareh Gregorian, A. Mosallam, G. Tadros, T. Bradberry, D. Gremel, A. Nanni, Jay Thomas, Gordon Brown, K. Neale, H. Toutanji, V. Brown, I. Harik, J. Newhook, J. Tumialan, T. Campbell, K. Harries, M. Porter, M. Vatovec, R. El-Hacha, M. Henderson, M. Postma, Stephanie Walkup, G. Fallis, B. Horeczko, H. Rasheed, David White, A. Fam, V. Karbhari, S. Rizkalla, J. Busel, C. Shield (2006)
Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars
L. Bank (2006)
Composites for Construction: Structural Design with FRP Materials
(2009)
Design procedures and detailing guidelines for FRP pultruded grid reinforced bridge decks
The use of pultruded fiber reinforced polymer (FRP) grids is being investigated as tensile reinforcement in concrete bridge decks. Three full scale simply supported concrete slabs reinforced with double layer pultruded FRP girds representing long span bridge decks were tested. Punching shear was the critical failure mode. The punching shear capacity was compared to the University of Wisconsin punching shear equation, developed for the grid system on shorter spans by Jacobson (2004), and the punching shear capacity as given by ACI 440 (2006). The Jacobson equation conservatively predicted the capacity for slabs with edge restraint and accurately predicted the punching shear capacity for slabs without edge restraint. The ACI 440 (2006) punching shear equation underestimated the punching shear capacity of the slabs.
Advances in Structural Engineering – SAGE
Published: Apr 1, 2012
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