RELIABILITY-BASED DESIGN OPTIMIZATION OF CORROSION MANAGEMENT STRATEGIES FOR REINFORCED CONCRETE STRUCTURES
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[1] D. Mitchell,et al. Prestressed Concrete Basics , 1994 .
[2] Marco Laumanns,et al. SPEA2: Improving the strength pareto evolutionary algorithm , 2001 .
[3] B. T. Molloy,et al. Prediction of long term chloride concentration in concrete , 1994 .
[4] S. A. Azher. A prediction model for the residual flexural strength of corroded reinforced concrete beams , 2005 .
[5] Dan M. Frangopol,et al. Probabilistic bicriterion optimum inspection/monitoring planning: applications to naval ships and bridges under fatigue , 2011, Structures and Infrastructure Systems.
[6] J. Cairns,et al. Influence of rib geometry on strength of lapped joints: an experimental and analytical study , 1995 .
[7] G. Arliguie,et al. Mechanical behaviour of corroded reinforced concrete beams—Part 1: Experimental study of corroded beams , 2000 .
[8] Shayn M Peirce,et al. Multiscale computational models of complex biological systems. , 2013, Annual review of biomedical engineering.
[9] Cruz Alonso,et al. Cover cracking as a function of rebar corrosion: Part 2—Numerical model , 1993 .
[10] Shu-Yan Yang,et al. Prediction of Flexural Deformation of a Corroded RC Beam with a Polynomial Tension-Stiffening Model , 2013 .
[11] Shahaboddin Shamshirband,et al. Extreme learning machine for prediction of heat load in district heating systems , 2016 .
[12] Dan M. Frangopol,et al. Generalized Probabilistic Framework for Optimum Inspection and Maintenance Planning , 2013 .
[13] Stefan Hurlebaus,et al. Predicting Concrete Compressive Strength Using Ultrasonic Pulse Velocity and Rebound Number , 2011 .
[14] Paolo Gardoni,et al. Effect of cumulative seismic damage and corrosion on the life‐cycle cost of reinforced concrete bridges , 2009 .
[15] Paul Schonfeld,et al. Prescreening and Repairing in a Genetic Algorithm for Highway Alignment Optimization , 2009, Comput. Aided Civ. Infrastructure Eng..
[16] Robert Gould,et al. A Modern Approach to Regression with R , 2010 .
[17] J. Draper. Evaluation of multiple corrosion protection systems for reinforced concrete bridge decks , 2009 .
[18] Raoul François,et al. Effect of microcracking and cracking on the development of corrosion in reinforced concrete members , 1999 .
[19] M M Sprinkel,et al. CONCRETE BRIDGE PROTECTION, REPAIR, AND REHABILITATION RELATIVE TO REINFORCEMENT CORROSION: A METHODS APPLICATION MANUAL , 1993 .
[20] Robert E. Melchers,et al. Life‐Cycle Performance of RC Bridges: Probabilistic Approach , 2000 .
[21] H. Gulvanessian,et al. Designers' guide to Eurocode : basis of structural design EN 1990 , 2012 .
[22] Kapilesh Bhargava,et al. Corrosion-induced bond strength degradation in reinforced concrete—Analytical and empirical models , 2007 .
[23] A W Beeby,et al. CORROSION OF REINFORCING STEEL IN CONCRETE AND ITS RELATION TO CRACKING , 1978 .
[24] Dan E. Branson,et al. Instantaneous and Time-Dependent Deflections of Simple and Continuous Reinforced Concrete Beams , 1963 .
[25] Shaibu Bala Garba,et al. An analysis of factors contributing to college student dropout in a medium sized technical university: the case of the King Fahd University of Petroleum and Minerals Dhahran, Saudi Arabia , 1999 .
[26] Mjn Priestley,et al. Design of seismic retrofit measures for concrete and masonry structures , 1995 .
[27] Mohammad Shekarchi,et al. Effect of Wet Curing Duration on Long-Term Performance of Concrete in Tidal Zone of Marine Environment , 2015 .
[28] Jack C. McCormac. Design of Reinforced Concrete , 1980 .
[29] Raoul François,et al. Prediction of ductility factor of corroded reinforced concrete beams exposed to long term aging in chloride environment , 2014 .
[30] David Darwin,et al. DEVELOPMENT LENGTH CRITERIA FOR CONVENTIONAL AND HIGH RELATIVE RIB AREA REINFORCING BARS , 1996 .
[31] David A. Roke,et al. Cost-benefit evaluation of self-centring concentrically braced frames considering uncertainties , 2017 .
[32] Robert Y. Liang,et al. New Formulation of Compressive Strength of Preformed-Foam Cellular Concrete: An Evolutionary Approach , 2016 .
[33] Yang Xiaoming,et al. Finite element investigation on load carrying capacity of corroded RC beam based on bond-slip , 2012 .
[34] Raoul François,et al. Effect of corrosion pattern on the ductility of tensile reinforcement extracted from a 26-year-old corroded beam , 2013 .
[35] Tim Topper,et al. Analytical Model to Predict Nonlinear Flexural Behavior of Corroded Reinforced Concrete Beams , 2005 .
[36] Dimitri V. Val,et al. Multiple Limit States and Expected Failure Costs for Deteriorating Reinforced Concrete Bridges , 2003 .
[37] John E. Breen,et al. THE STRENGTH OF ANCHOR BARS: A REEVALUATION OF TEST DATA ON DEVELOPMENT LENGTH AND SPLICES , 1977 .
[38] Narendra Taly. Highway Bridge Superstructure Engineering: LRFD Approaches to Design and Analysis , 2014 .
[39] O. Choi,et al. INTERFACIAL BOND ANALYSIS OF DEFORMED BARS TO CONCRETE , 2002 .
[40] Christopher D. Eamon,et al. Life-Cycle Cost Analysis of Carbon Fiber-Reinforced Polymer Reinforced Concrete Bridges , 2012 .
[41] S. Pantazopoulou,et al. Corrosion Effects on Bond Strength in Reinforced Concrete , 1999 .
[42] Odd E. Gjørv,et al. Durability design of concrete structures in severe environments , 2014 .
[43] Joseph P. Nicoletti,et al. Seismic Design and Retrofit of Bridges , 1996 .
[44] Charles K. Kankam,et al. RELATIONSHIP OF BOND STRESS, STEEL STRESS, AND SLIP IN REINFORCED CONCRETE , 1997 .
[45] D. Cox,et al. An Analysis of Transformations , 1964 .
[46] Bernhard Elsener. Corrosion of Steel in Concrete , 2013 .
[47] Arthur H. Nilson,et al. Design of concrete structures , 1972 .
[48] Xiaobin Song,et al. Tensile and fatigue behavior of corroded rebars , 2012 .
[49] André T. Beck,et al. Optimal inspection planning and repair under random crack propagation , 2014 .
[50] P. Monteiro,et al. Degradation of flexural strength in reinforced concrete members caused by steel corrosion , 2014 .
[51] Z. Bažant,et al. Crack band theory for fracture of concrete , 1983 .
[52] Mohammad Shekarchi,et al. Performance Evaluation of Different Repair Concretes Proposed for an Existing Deteriorated Jetty Structure , 2014 .
[53] E L Kemp,et al. INVESTIGATION OF THE PARAMETERS INFLUENCING BOND CRACKING , 1979 .
[54] A. W. Beeby,et al. Cracking, Cover, and Corrostion of Reinforcement , 1983 .
[55] Faramarz Moodi,et al. Assessing Distress Cause and Estimating Evaluation Index for Marine Concrete Structures , 2016 .
[56] Xi-la Liu,et al. Modeling bond strength of corroded reinforcement without stirrups , 2004 .
[57] Z Lounis,et al. Reliability-Based Decision Support Tool for Life Cycle Design and Management of Highway Bridge Decks , 2008 .
[58] Steven Kahl,et al. Stainless and stainless-clad reinforcement for highway bridge use. , 2012 .
[59] David Corne,et al. The Pareto archived evolution strategy: a new baseline algorithm for Pareto multiobjective optimisation , 1999, Proceedings of the 1999 Congress on Evolutionary Computation-CEC99 (Cat. No. 99TH8406).
[60] André T. Beck,et al. Optimal inspection and design of onshore pipelines under external corrosion process , 2014 .
[61] Qindan Huang,et al. Time-Dependent Reliability Analysis on the Flexural Behavior of Corroded RC Beams before and after Repairing , 2015 .
[62] Rolf D. Reitz,et al. Assessment of Multiobjective Genetic Algorithms With Different Niching Strategies and Regression Methods for Engine Optimization and Design , 2010 .
[63] Huanzi Wang,et al. An analytical study of bond strength associated with splitting of concrete cover , 2009 .
[64] James Chinn,et al. Lapped Splices in Reinforced ConcreteBeams , 1955 .
[65] Takafumi Noguchi,et al. Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion , 2002 .
[66] Emilio Bastidas-Arteaga,et al. Probabilistic lifetime assessment of RC structures under coupled corrosion–fatigue deterioration processes , 2009 .
[67] Dan M. Frangopol,et al. Bridge Deck Replacement for Minimum Expected Cost Under Multiple Reliability Constraints , 2004 .
[68] Mehrollah Rakhshanimehr,et al. Flexural ductility of reinforced concrete beams with lap-spliced bars , 2014 .
[69] Behnam Kiani,et al. Application of different fibers to reduce plastic shrinkage cracking of concrete , 2012 .
[70] Qindan Huang,et al. Genetic programming for experimental big data mining: A case study on concrete creep formulation , 2016 .
[71] Peter H. Bischoff,et al. Rational model for calculating deflection of reinforced concrete beams and slabs , 2007 .
[72] Palle Thoft-Christensen. Corrosion Crack Based Assessment of the Life-Cycle Reliability of Concrete Structures , 2001 .
[73] Mark G. Stewart,et al. Time-dependent reliability of deteriorating reinforced concrete bridge decks , 1998 .
[74] Tim Topper,et al. Long-Term Performance of Corrosion-Damaged Reinforced Concrete Beams , 2005 .
[75] Alexandros Kallias,et al. Finite element investigation of the structural response of corroded RC beams , 2010 .
[76] Gianluca Cusatis,et al. Asymptotic expansion homogenization of discrete fine-scale models with rotational degrees of freedom for the simulation of quasi-brittle materials , 2015, 1509.05440.
[77] Terje Haukaas,et al. Optimal inspection planning for onshore pipelines subject to external corrosion , 2013, Reliab. Eng. Syst. Saf..
[78] David A. Roke,et al. Life cycle cost-benefit evaluation of self-centering and conventional concentrically braced frames , 2015 .
[79] Rob B. Polder,et al. CHARACTERISATION OF CHLORIDE TRANSPORT AND REINFORCEMENT CORROSION IN CONCRETE UNDER CYCLIC WETTING AND DRYING BY ELECTRICAL RESISTIVITY , 2002 .
[80] Dan M. Frangopol,et al. Reliability of Reinforced Concrete Girders Under Corrosion Attack , 1997 .
[81] C Christodoulu,et al. Corrosion management of concrete structures , 2009 .
[82] Z. Lounis,et al. Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks – A case study , 2010 .
[83] L Daigle,et al. Life cycle cost analysis of high performance concrete bridges considering their environmental impacts , 2006 .
[84] Giovanni Plizzari,et al. Mechanical Properties of Corrosion-Damaged Reinforcement , 2005 .
[85] Paolo Gardoni,et al. Probabilistic model for steel–concrete bond behavior in bridge columns affected by alkali silica reactions , 2014 .
[86] Mark G. Stewart,et al. Structural reliability of concrete bridges including improved chloride-induced corrosion models , 2000 .
[87] James G. MacGregor,et al. Reinforced Concrete: Mechanics and Design , 1996 .
[88] Qindan Huang,et al. Time-Dependent Reliability Analysis of Corroded Buried Pipelines Considering External Defects , 2016 .
[89] D. Darwin,et al. PERFORMANCE EVALUATION OF CORROSION PROTECTION SYSTEMS FOR REINFORCED CONCRETE , 2017 .
[90] Dimitri V. Val,et al. Prediction of corrosion-induced cover cracking in reinforced concrete structures , 2011 .
[91] Alaa Chateauneuf,et al. Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress , 2010 .
[92] Thomas H. Miller,et al. Finite element modeling of concrete structures strengthened with FRP laminates: final report , 2001 .
[93] Bilal S. Hamad,et al. Comparative Bond Strength of Coated and Uncoated Barswith Different Rib Geometries , 1995 .
[94] M. S. Elgarf,et al. Bond characteristics of corrding reinforcement in concrete beams , 1999 .
[95] David Bigaud,et al. Time-variant flexural reliability of RC beams with externally bonded CFRP under combined fatigue-corrosion actions , 2014, Reliab. Eng. Syst. Saf..
[96] Ervin S. Perry,et al. Bond Stress Distribution on Reinforcing Steel in Beams and Pullout Specimens , 1966 .
[97] Robert J. Frosch,et al. Bond Strength of Lap-Spliced Bars , 2005 .
[98] Faezehossadat Khademi,et al. EVALUATION OF CONCRETE COMPRESSIVE STRENGTH USING ARTIFICIAL NEURAL NETWORK AND MULTIPLE LINEAR REGRESSION MODELS , 2016 .
[99] Jasbir S. Arora,et al. Survey of multi-objective optimization methods for engineering , 2004 .
[100] R. M. Mains. Measurement of the Distribution of Tensile and Bond Stresses Along Reinforcing Bars , 1951 .
[101] Stefan Hurlebaus,et al. Adaptive Reliability Analysis of Reinforced Concrete Bridges Subject to Seismic Loading Using Nondestructive Testing , 2015 .
[102] Qindan Huang,et al. Load-Deflection Behavior Prediction of Intact and Corroded RC Bridge Beams with or without Lap Splices Considering Bond Stress-Slip Effect , 2017 .
[103] Ayman M. Okeil,et al. Static and Fatigue Analyses of RC Beams Strengthened with CFRP Laminates , 2001 .
[104] Neil G. Thompson,et al. CORROSION COST AND PREVENTIVE STRATEGIES IN THE UNITED STATES , 2002 .
[105] S. Somayaji,et al. Bond Stress Versus Slip Relationship and Cracking Response of Tension Members , 1981 .
[106] Ali Akbar Sohanghpurwala,et al. Manual on Service Life of Corrosion-Damaged Reinforced Concrete Bridge Superstructure Elements , 2006 .
[107] Youping Liu,et al. Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures , 1996 .
[108] Yingang Du,et al. Impact of Reinforcement Corrosion on Ductile Behavior of Reinforced Concrete Beams , 2007 .
[109] O. Morales-Nápoles,et al. Statistical analysis of electrical resistivity as a tool for estimating cement type of 12-year-old concrete specimens , 2012 .
[110] N. Banthia,et al. PREDICTION OF CHLORIDE IONS INGRESS IN UNCRACKED AND CRACKED CONCRETE , 2003 .
[111] Christopher D. Eamon,et al. Life-Cycle Cost Analysis of Alternative Reinforcement Materials for Bridge Superstructures Considering Cost and Maintenance Uncertainties , 2012 .
[112] A. T. Andonian,et al. Study of the Transfer of Tensile Forces by Bond , 1984 .
[113] Qindan Huang,et al. Probabilistic prediction model for average bond strength at steel–concrete interface considering corrosion effect , 2015 .
[114] John H. Holland,et al. Adaptation in Natural and Artificial Systems: An Introductory Analysis with Applications to Biology, Control, and Artificial Intelligence , 1992 .
[115] A. Ramezanianpour,et al. INFLUENCE OF SILICA FUME ON CHLORIDE DIFFUSION AND CORROSION RESISTANCE OF CONCRETE - A REVIEW , 2015 .
[116] Richard E. Weyers,et al. MODELING THE TIME-TO-CORROSION CRACKING IN CHLORIDE CONTAMINATED REINFORCED CONCRETE STRUCTURES , 1998 .
[117] M. R. Kianoush,et al. DEVELOPMENT/SPLICE LENGTH OF REINFORCING BARS , 2005 .
[118] M. Tyler Ley,et al. Determining the effective service life of silane treatments in concrete bridge decks , 2016 .
[119] Khademi Faezehossadat,et al. PREDICTING THE 28 DAYS COMPRESSIVE STRENGTH OF CONCRETE USING ARTIFICIAL NEURAL NETWORK , 2016 .
[120] Karin Lundgren,et al. Bond capacity of severely corroded bars with corroded stirrups , 2011 .
[121] T. Paulay,et al. Reinforced Concrete Structures , 1975 .
[122] B Nabil,et al. DEVELOPMENT OF TERNARY BLENDS FOR HIGH PERFORMANCE CONCRETE , 2004 .