Investigation of Load-Path Redundancy in Aging Steel Bridges
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[1] Donald W. White,et al. Evaluation of web compactness limits for singly and doubly symmetric steel I-girders , 2005 .
[2] Michael J. Chajes,et al. Ultimate Capacity Destructive Testing and Finite-Element Analysis of Steel I-Girder Bridges , 2011 .
[3] Dan M. Frangopol,et al. Time-dependent interaction between load rating and reliability of deteriorating bridges , 2004 .
[4] Lamya Amleh,et al. Modeling the effect of corrosion on bond strength at the steel–concrete interface with finite-element analysis , 2006 .
[5] Frank Rendell,et al. Deteriorated Concrete: Inspection and Physicochemical Analysis , 2002 .
[6] Chun Qing Li,et al. Corrosion Initiation of Reinforcing Steel in Concrete under Natural Salt Spray and Service Loading—Results and Analysis , 2000 .
[7] Pavla Rovnaníková,et al. Modeling of Chloride Concentration Effect on Reinforcement Corrosion , 2009, Comput. Aided Civ. Infrastructure Eng..
[8] Wilfrid A. Nixon,et al. Damaging effects of deicing chemicals on concrete materials , 2006 .
[9] L. Fay,et al. Freeze–thaw damage and chemical change of a portland cement concrete in the presence of diluted deicers , 2010 .
[10] Chun-Qing Li,et al. Modelling deterioration of structural behaviour of reinforced concrete beams under saline environment corrosion , 2006 .
[11] Bruce R. Ellingwood,et al. Bridge Rating Using System Reliability Assessment. I: Assessment and Verification by Load Testing , 2011 .
[12] Richard Shepard,et al. Bridge Management for the 21st Century , 2000 .
[13] Yasuhiko Yamamoto,et al. Bending performance of reinforced concrete member deteriorated by corrosion , 2011 .
[14] Sankaran Mahadevan,et al. Chloride-induced reinforcement corrosion and concrete cracking simulation , 2008 .
[15] Asce,et al. White Paper on Bridge Inspection and Rating , 2009 .
[16] Kelly Ambrose. Field measurements and corresponding FEA of cross-frame forces in skewed steel I-girder bridges , 2012 .
[17] Justin Henry Ross. Evaluating ultimate bridge capacity through destructive testing of decommissioned bridges , 2006 .
[18] Benjamin Richard,et al. A simplified numerical approach of global behaviour of RC beams degraded by corrosion , 2012 .
[19] X. Gu,et al. Flexural Behavior of Corroded Reinforced Concrete Beams , 2010 .
[20] Jennifer Righman McConnell,et al. An approach to evaluating the influences of aging on the system capacity of steel I-girder bridges , 2012 .
[21] Dimitri V. Val,et al. Experimental and Numerical Investigation of Corrosion-Induced Cover Cracking in Reinforced Concrete Structures , 2009 .
[22] Harry W. Shenton,et al. Full-Scale Destructive Bridge Test Allows Prediction of Ultimate Capacity , 2010 .
[23] James G. MacGregor,et al. Reinforced Concrete: Mechanics and Design , 1996 .
[24] Fabio Biondini,et al. Damage modeling and nonlinear analysis of concrete bridges under corrosion , 2012 .
[25] T. Jankowiak,et al. Identification of parameters of concrete damage plasticity constitutive model , 2005 .
[26] Michael J. Chajes,et al. Field Testing of a Decommissioned Skewed Steel I–Girder Bridge: Analysis of System Effects , 2015 .
[27] Jamshid Mohammadi,et al. ESTIMATING THE FUTURE CONDITION OF HIGHWAY BRIDGE COMPONENTS USING NATIONAL BRIDGE INVENTORY DATA , 2004 .
[28] N. E. Shanmugam,et al. Finite-Element Analysis of Steel¿Concrete Composite Plate Girder , 2002 .
[29] Benjamin Richard,et al. A multi-fiber approach for modeling corroded reinforced concrete structures , 2011 .
[30] Y. Bao,et al. Influence of HCl corrosion on the mechanical properties of concrete , 2005 .
[31] Kervin Michaud. Evaluating reserve bridge capacity through destructive testing of a decommissioned bridge , 2011 .
[32] Alexandros Kallias,et al. Finite element investigation of the structural response of corroded RC beams , 2010 .
[33] Dario Coronelli,et al. Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines , 2004 .
[34] D. Cleland,et al. Assessment of the durability of concrete from its permeation properties: a review , 2001 .