Proposed design guidelines for strengthening of steel bridges with FRP materials D Schnerch, M Dawood, S Rizkalla, E Sumner Construction and building materials 21 (5), 1001-1010, 2007 | 279 | 2007 |
Retrofit of steel structures using fiber-reinforced polymers (FRP): State-of-the-art A Shaat, D Schnerch, A Fam, S Rizkalla Transportation research board (TRB) annual meeting, 2004 | 152 | 2004 |
Flexural strengthening of steel bridges with high modulus CFRP strips D Schnerch, S Rizkalla Journal of Bridge Engineering 13 (2), 192-201, 2008 | 146 | 2008 |
Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural and axial loading: Experimental investigation A Fam, D Schnerch, S Rizkalla Journal of Composites for Construction 9 (1), 25-33, 2005 | 140* | 2005 |
Development of a carbon fiber reinforced polymer system for strengthening steel structures S Rizkalla, M Dawood, D Schnerch Composites Part A: Applied Science and Manufacturing 39 (2), 388-397, 2008 | 135 | 2008 |
Bond behavior of CFRP strengthened steel structures D Schnerch, M Dawood, S Rizkalla, E Sumner, K Stanford Advances in Structural Engineering 9 (6), 805-817, 2006 | 124 | 2006 |
Strengthening of steel structures with high modulus carbon fiber reinforced polymer (CFRP) materials DA Schnerch North Carolina State University, 2005 | 74 | 2005 |
Strengthening steel structures and bridges with high-modulus carbon fiber-reinforced polymers resin selection and scaled monopole behavior D Schnerch, K Stanford, EA Sumner, S Rizkalla Transportation Research Record 1892 (1), 237-245, 2004 | 61 | 2004 |
Bond behavior of CFRP strengthened steel bridges and structures D Schnerch, K Stanford, E Sumner, S Rizkalla International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005 …, 2005 | 48 | 2005 |
Rectangular filament-wound GFRP tubes filled with concrete under flexural and axial loading: Experimental investigation A Fam, D Schnerch, S Rizkalla J. Compos. Constr 9 (1), 25-33, 2005 | 40 | 2005 |
Design guidelines for the use of HM strips: strengthening of steel-concrete composite bridges with high modulus carbon fiber reinforced polymer (CFRP) strips D Schnerch, M Dawood, S Rizkalla, E Sumner Tech. report No. IS-06-02. Constructed Facilities Laboratory. North Carolina …, 2006 | 28 | 2006 |
Use of high modulus carbon fiber reinforced polymers (CFRP) for strengthening steel structures D Schnerch, K Stanford, B Lanier, S Rizkalla Proceedings of the second international workshop on structural composites …, 2003 | 26 | 2003 |
Behavior of steel monopoles strengthened with high-modulus CFRP materials B Lanier, D Schnerch, S Rizkalla Thin-Walled Structures 47 (10), 1037-1047, 2009 | 25 | 2009 |
Strengthening of scaled steel-concrete composite girders and steel monopole towers with CFRP D Schnerch, S Rizkalla FRP Composites in Civil Engineering, 2004 | 20 | 2004 |
Strengthening steel bridges with new high modulus CFRP materials M Dawood, E Sumner, S Rizkalla, D Schnerch Third international conference on bridge maintenance, safety and management …, 2006 | 17 | 2006 |
Rectangular FRP tubes filled with concrete for beam and column applications AZ Fam, DA Schnerch, SH Rizkalla Fibre-Reinforced Polymer Reinforcement for Concrete Structures: (In 2 …, 2003 | 14 | 2003 |
Strengthening steel-concrete composite bridges with high modulus carbon fiber reinforced polymer (CFRP) laminates D Schnerch, M Dawood, S Rizkalla Proceedings of the Third International Conference on Composites in …, 2005 | 12 | 2005 |
Design guidelines for strengthening of steel-concrete composite beams with high modulus CFRP materials D Schnerch, M Dawood, E Sumner, S Rizkalla Proceedings of the 7th International Conference on Short and Medium Span …, 2006 | 10 | 2006 |
Behaviour of steel-concrete composite beams strengthened with unstressed and prestressed high-modulus CFRP strips D Schnerch, M Dawood, EA Sumner, S Rizkalla Proceedings of the Fourth Middle East Symposium on Structural Composites for …, 2005 | 10 | 2005 |
Retrofit of steel structures using fiberreinforced polymers (FRP) A Shaat, D Schnerch, A Fam, S Rizkalla State-of-the-Art, 2003 | 9 | 2003 |