A critical review of corrosion development and rust removal techniques on the structural/environmental performance of corroded steel bridges

Abstract Corrosion is one of the most severe threats to the stability of steel bridges and regular rust removal techniques is needed for the maintenance of steel bridges. Currently the correlation between rust development/removal process and the structural/environmental performance of the steel bridges has not been fully understood. This study intends to fill this knowledge gap through critically reviewing. The characteristic analysis of the rust on the corroded steel bridges was first introduced, which provided information that was needed to understand the corrosion mechanisms and classify the rust type. Then the related rust removal techniques (chemical and physical methods) are analyzed by considering the environmental impact and cleaning efficiency. Based on the discussion, the laser cleaning method is proposed due to its cleaning efficiency and environmentally friendliness. After that, the influence of developed rust (uniform and pitting) on the structural performance (static and dynamic) of steel members were summarized. Through the discussion, the potential environmental impact of the corroded steel bridges was identified, including runoff of heavy metal and bacteria growth caused by iron rust. Besides that, an improved kinetic model was proposed by considering the influence of rust removal on the corrosion rate. Furthermore, the structural impact of laser cleaning was simulated with the finite element analysis. This study will serve as solid base for the future studies of corrosion development and rust removal on steel bridges, and the proposed technical routes can be proceeded during future studies to better understand the environmental and structural performance of the steel bridges.

[1]  R. Boddy,et al.  Statistical Methods in Practice: For Scientists and Technologists , 2009 .

[2]  Shotaro Morimoto,et al.  Mössbauer Spectroscopic Study of Rust Formed on a Weathering Steel and a Mild Steel Exposed for a Long Term in an Industrial Environment , 2002 .

[3]  Alessandro Palermo,et al.  Seismic Behavior of Corroded RC Bridges: Review and Research Gaps , 2016 .

[4]  W. Kautek The galvanic corrosion of steel coatings: aluminum in comparison to cadmium and zinc , 1988 .

[5]  Charles-Darwin Annan,et al.  Slip resistance of metalized???galvanized faying surfaces in steel bridge construction , 2014 .

[6]  M. Ohga,et al.  Prediction of residual strength of corroded tensile steel plates , 2011 .

[7]  Raimondo Betti,et al.  Corrosion and Degradation of High-Strength Steel Bridge Wire , 2003 .

[8]  Kentaro Yamada,et al.  Fatigue Tests of Weathered Welded Joints , 1984 .

[9]  E. Alibakhshi,et al.  Corrosion inhibition by lithium zinc phosphate pigment , 2013 .

[10]  J. D. Bernal,et al.  The Oxides and Hydroxides of Iron and Their Structural Inter-Relationships , 1959 .

[11]  Hui Li,et al.  Shaking table tests of coastal bridge piers with different levels of corrosion damage caused by chloride penetration , 2018 .

[12]  Martin Stratmann,et al.  The Influence of Copper upon the Atmospheric Corrosion of Iron , 1987 .

[13]  Abolhassan Astaneh-Asl PROGRESSIVE COLLAPSE OF STEEL TRUSS BRIDGES, THE CASE OF I-35W COLLAPSE , 2008 .

[14]  E. Alibakhshi,et al.  Corrosion Inhibitor Release from Zn-Al-[PO43-]-[CO32-] Layered Double Hydroxide Nanoparticles , 2016 .

[15]  P. Gütlich,et al.  A study of electrochemically-induced corrosion of low carbon steel in a medium modelling acid rain , 1994 .

[16]  Masato Yamashita,et al.  Taxonomy for protective ability of rust layer using its composition formed on weathering steel bridge , 2007 .

[17]  Alberto A. Sagüés,et al.  Chloride Corrosion Threshold of Reinforcing Steel in Alkaline Solutions—Open-Circuit Immersion Tests , 2001 .

[18]  J. Mazumder,et al.  One‐dimensional steady‐state model for damage by vaporization and liquid expulsion due to laser‐material interaction , 1987 .

[19]  R. Solmaz Investigation of adsorption and corrosion inhibition of mild steel in hydrochloric acid solution by 5-(4-Dimethylaminobenzylidene)rhodanine , 2014 .

[20]  Fabrizio Passarini,et al.  Atmospheric corrosion of Cor-Ten steel with different surface finish: Accelerated ageing and metal release , 2012 .

[21]  D. Mohan,et al.  Arsenic removal from water/wastewater using adsorbents--A critical review. , 2007, Journal of hazardous materials.

[22]  R. Betti,et al.  Modeling Corrosion in Suspension Bridge Main Cables. II: Long-Term Corrosion and Remaining Strength , 2018 .

[23]  Jose Gonzalez,et al.  Electrochemical chloride removal from reinforced concrete structures and its ability to repassivate prerusted steel surfaces , 2001 .

[24]  Jianchao Guo,et al.  Influence of carbon content and microstructure on corrosion behaviour of low alloy steels in a Cl− containing environment , 2009 .

[25]  Bhaskar Kura,et al.  Copper slag: optimization of productivity and consumption for cleaner production in dry abrasive blasting , 2007 .

[26]  Youping Liu,et al.  Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures , 1996 .

[27]  Atsushi Ichikawa,et al.  Durability Evaluation Based on Buckling Characteristics of Corroded Steel Deck Girders , 2006 .

[28]  Dan M. Frangopol,et al.  Life-Cycle Cost Evaluation of Conventional and Corrosion-Resistant Steel for Bridges , 2015 .

[29]  He Yi-bi Seismic Fragility Estimation of Corroded Reinforced Concrete Girder Bridges , 2014 .

[30]  Sebastián Feliu,et al.  The prediction of atmospheric corrosion from meteorological and pollution parameters—I. Annual corrosion , 1993 .

[31]  Miao‐yong Zhu,et al.  Effect of Ni on the corrosion resistance of bridge steel in a simulated hot and humid coastal-industrial atmosphere , 2018, International Journal of Minerals, Metallurgy, and Materials.

[32]  Hiroyuki Tsuji,et al.  Influence of corrosion on load-carrying capacities of steel I-section main-girder end and steel end cross-girder , 2014 .

[33]  Kalyanmoy Deb,et al.  Evolutionary Algorithms for Multi-Criterion Optimization in Engineering Design , 1999 .

[34]  Dan M. Frangopol,et al.  Life-cycle performance of deteriorating structural systems under uncertainty: Review , 2016 .

[35]  V. Jayabalan,et al.  Optimizing pulsed current parameters to minimize corrosion rate in gas tungsten arc welded titanium alloy , 2008 .

[36]  Reza Rahgozar,et al.  Remaining Fatigue Life of Corroded Steel Structural Members , 2011 .

[37]  Tracy Dawn Marcotte,et al.  Characterization of chloride-induced corrosion products that form in steel-reinforced cementitious materials , 2001 .

[38]  N. Hackerman,et al.  Dissolution of Metals in Aqueous Acid Solutions I. Current‐potential Relations for Iron and Mild Steel 1 , 1955 .

[39]  B. Kuban,et al.  Characteristics of the Rust from Weathering Steels in Louisiana Bridge Spans , 1986 .

[40]  A. Noorul Haq,et al.  Parameter optimization of friction stir welding of cryorolled AA2219 alloy using artificial neural network modeling with genetic algorithm , 2017, The International Journal of Advanced Manufacturing Technology.

[41]  Arpad Horvath,et al.  Steel versus Steel-Reinforced Concrete Bridges: Environmental Assessment , 1998 .

[42]  J. Kobus,et al.  Long‐term atmospheric corrosion monitoring , 2000 .

[43]  F. D. Souza,et al.  Caffeic acid as a green corrosion inhibitor for mild steel , 2009 .

[44]  O. Fayomi,et al.  Comparative study on the effect of NaNO2 in corrosion inhibition of micro-alloyed and API-5L X65 steels in E20 simulated FGE , 2017 .

[45]  R. Avci,et al.  Characterization of Arsenic Contamination on Rust from Ton Containers , 2013 .

[46]  Alberto A. Sagüés,et al.  Chloride Corrosion Threshold of Reinforcing Steel in Alkaline Solutions—Effect of Specimen Size , 2004 .

[48]  Bela Imre Sandor,et al.  Fundamentals of cyclic stress and strain , 1972 .

[49]  Bertram Kühn,et al.  Assessment of Existing Steel Structures – Recommendations for Estimation of the Remaining Fatigue Life , 2013 .

[50]  R. Betti,et al.  Modeling Corrosion in Suspension Bridge Main Cables. I: Annual Corrosion Rate , 2018, Journal of Bridge Engineering.

[51]  Dennis M O'Shea,et al.  Bridge Maintenance Manual , 1996 .

[52]  Michael J. Chajes,et al.  STRENGTHENING OF A STEEL BRIDGE GIRDER USING CFRP PLATES , 2001 .

[53]  L. Kunz,et al.  Fatigue Strength of Weathering Steel , 2012 .

[54]  Khaled Galal,et al.  Corrosion-Fatigue Strain-Life Model for Steel Bridge Girders under Various Weathering Conditions , 2014 .

[55]  Yang Yu,et al.  Effect of 3D random pitting defects on the collapse pressure of pipe — Part II: Numerical analysis , 2018, Thin-Walled Structures.

[56]  Hongyun Luo,et al.  Effect of H2S partial pressure on the tensile properties of A350LF2 steel in the absence and presence of pre-immersion , 2014 .

[57]  Jinling Li,et al.  Corrosion Resistance of the Welded Joint of Submarine Pipeline Steel with Ferrite Plus Bainite Dual‐Phase Microstructure , 2015 .

[58]  Andrzej S. Nowak,et al.  Reliability of Structures , 2000 .

[59]  Jukka Lahdensivu,et al.  Possibilities to validate design models for corrosion in carbonated concrete using condition assessment data , 2014 .

[60]  Neal R. Damgaard Predicting and Prolonging the Service Life of Weathering Steel Highway Structures , 2009 .

[61]  U. R. Evans,et al.  MECHANISM OF ATMOSPHERIC RUSTING , 1972 .

[62]  Fenglian Fu,et al.  Difference in the characteristics of the rust layers on carbon steel and their corrosion behavior in an acidic medium: Limiting factors for cleaner pickling , 2017 .

[63]  T. Misawa,et al.  Protective Rust Layer Formed on Weathering Steel by Atmospheric Corrosion for a Quarter of a Century , 1993 .

[64]  Pedro Albrecht,et al.  Performance of weathering steel in bridges , 1984 .

[65]  Wei Zhang,et al.  Corrosion fatigue effects on life estimation of deteriorated bridges under vehicle impacts , 2014 .

[66]  W. Jin,et al.  Experimental Investigation of Corroded Stud Shear Connectors Subjected to Fatigue Loading , 2017 .

[67]  Desmond C. Cook,et al.  Spectroscopic identification of protective and non-protective corrosion coatings on steel structures in marine environments , 2005 .

[68]  C. Maeda,et al.  Analysis for Structure of Rust Layer Formed on Weathering Steel Bridge for Bare Use Exposed in Coastal Industrial Zone for 27 Years , 2000 .

[69]  Cheng Shi,et al.  Numerical investigation of H-shaped short steel piles with localized severe corrosion , 2014 .

[70]  S. Paul Estimation of Corrosion Rate of Mild Steel in Sea Water and Application of Genetic Algorithms to Find Minimum Corrosion Rate , 2010 .

[71]  Sebastián Feliu,et al.  THE PREDICTION OF ATMOSPHERIC CORROSION FROM METEOROLOGICAL AND POLLUTION PARAMETERS--II. LONG-TERM FORECASTS , 1993 .

[72]  Jurg Keller,et al.  Predicting concrete corrosion of sewers using artificial neural network. , 2016, Water research.

[73]  Chris Lacor,et al.  CFD modeling and multi-objective optimization of cyclone geometry using desirability function, artificial neural networks and genetic algorithms , 2013 .

[74]  M Edwards,et al.  Controlling corrosion in drinking water distribution systems: a grand challenge for the 21st century. , 2004, Water science and technology : a journal of the International Association on Water Pollution Research.

[75]  F. Passarini,et al.  Weathering steel as a potential source for metal contamination: Metal dissolution during 3-year of field exposure in a urban coastal site. , 2016, Environmental pollution.

[76]  Martin Cooper Laser Cleaning of Sculpture, Monuments and Architectural Detail , 2005 .

[77]  Enrique López Droguett,et al.  A Multi-Objective Genetic Algorithm for determining efficient Risk-Based Inspection programs , 2015, Reliab. Eng. Syst. Saf..

[78]  T. Misawa,et al.  The mechanism of atmospheric rusting and the effect of Cu and P on the rust formation of low alloy steels , 1971 .

[79]  Francisco Javier,et al.  Corrosion Fatigue of Road Bridges: a review , 2011, International Journal of Electrochemical Science.

[80]  C. Page Mechanism of corrosion protection in reinforced concrete marine structures , 1975, Nature.

[81]  J. Bastidas,et al.  Effect of treatment with tannic, gallic and phosphoric acids on the electrochemical behaviour of rusted steel , 1992 .

[82]  John E. Johnson,et al.  Fatigue Strength of Deteriorated Steel Highway Bridges , 1990 .

[83]  Mathur Gopalakrishnan Sethuraman,et al.  Inhibitive effect of black pepper extract on the sulphuric acid corrosion of mild steel , 2008 .

[84]  Harry W. Shenton,et al.  National Review on Use and Performance of Uncoated Weathering Steel Highway Bridges , 2014 .

[85]  P. Pouli,et al.  A Comprehensive Study for the Laser Cleaning of Corrosion Layers due to Environmental Pollution for Metal Objects of Cultural Value: Preliminary Studieson Artificially Corroded Coupons , 2006 .

[86]  Hui Li,et al.  Uniform and Pitting Corrosion Modeling for High-Strength Bridge Wires , 2014 .

[87]  Wei Zhang,et al.  Fatigue life estimation of existing bridges under vehicle and non-stationary hurricane wind , 2014 .

[88]  I A Alam,et al.  Metal contamination of drinking water from corrosion of distribution pipes. , 1989, Environmental pollution.

[89]  Optimization of Electrolytic Cleaning of Low Carbon Steels , 2016 .

[90]  Eiji Tada,et al.  Long-term monitoring of atmospheric corrosion at weathering steel bridges by an electrochemical impedance method , 2014 .

[91]  Sudhir Palle,et al.  Evaluation of the Use of Painted and Unpainted Weathering Steel on Bridges , 2016 .

[92]  Jukka Lahdensivu,et al.  Corrosion products of carbonation induced corrosion in existing reinforced concrete facades , 2015 .

[93]  R. Melchers,et al.  Technical Note: Rust Removal from Steel Coupons After Short-Term Marine Immersion , 2015 .

[94]  修一 原,et al.  耐候性鋼橋梁に生成した層状剥離さび層局所の放射光 XRD 解析 , 2007 .

[95]  S. Geng,et al.  Effect of sandblasting and subsequent acid pickling and passivation on the microstructure and corrosion behavior of 316L stainless steel , 2015 .

[96]  I. Odnevall Wallinder,et al.  Long-term use of galvanized steel in external applications. Aspects of patina formation, zinc runoff, barrier properties of surface treatments, and coatings and environmental fate , 2011, Environmental monitoring and assessment.

[97]  A. Singh,et al.  Investigation of the effect of disulfiram on corrosion of mild steel in hydrochloric acid solution , 2011 .

[98]  E. Alibakhshi,et al.  Persian Liquorice extract as a highly efficient sustainable corrosion inhibitor for mild steel in sodium chloride solution , 2019, Journal of Cleaner Production.

[99]  Robert A. Cottis,et al.  Phenomenological modelling of atmospheric corrosion using an artificial neural network , 1999 .

[100]  Andrzej S. Nowak,et al.  Capacity Loss Due to Corrosion in Steel-Girder Bridges , 1989 .

[101]  Masato Yamashita,et al.  The long term growth of the protective rust layer formed on weathering steel by atmospheric corrosion during a quarter of a century , 1994 .

[102]  Iván Díaz,et al.  Corrosión atmosférica del acero suave , 2011 .

[103]  Mingpu Wang,et al.  Hybrid genetic algorithms and support vector regression in forecasting atmospheric corrosion of metallic materials , 2008 .

[104]  C. Fang,et al.  Surface morphologies and erosion rates of metallic building materials after sandblasting , 1999 .

[105]  Koji Hashimoto,et al.  The Mechanism of Atmospheric Rusting and the Protective Amorphous Rust on Low Alloy Steel(Chemistry) , 1974 .

[106]  Z. Szklarska‐Śmiałowska,et al.  Activation of the Iron Surface to Hydrogen Absorption Resulting from a Long Cathodic Treatment in NaOH Solution , 1985 .

[107]  S. Stipp,et al.  Identification of green rust in groundwater. , 2009, Environmental science & technology.

[108]  K K Sahu,et al.  An overview of the recovery of acid from spent acidic solutions from steel and electroplating industries. , 2009, Journal of hazardous materials.

[109]  Duy Kien Dao,et al.  Effect of corrosion on the tension behavior of painted structural steel members , 2017 .

[110]  Shuqi Zheng,et al.  Effect of H2S/CO2 partial pressure ratio on the tensile properties of X80 pipeline steel , 2015 .

[111]  P. Dillmann,et al.  Advances in understanding atmospheric corrosion of iron. II. Mechanistic modelling of wet–dry cycles , 2004 .

[112]  P. Albrecht,et al.  Fatigue Strength of Weathered A588 Steel Beams , 2009 .

[113]  W. Steen Laser Material Processing , 1991 .

[114]  K. Kreislova,et al.  Evaluation of Corrosion Protection of Steel Bridges , 2012 .

[115]  Tatiana García-Segura,et al.  Sustainable bridge design by metamodel-assisted multi-objective optimization and decision-making under uncertainty , 2018, Journal of Cleaner Production.

[116]  J. Kruger,et al.  Ellipsometric‐Potentiostatic Studies of Iron Passivity I . Anodic Film Growth in Slightly Basic Solutions , 1967 .

[117]  P Albrecht FATIGUE BEHAVIOR OF WEATHERED STEEL BRIDGE COMPONENTS , 1982 .

[118]  Xu Jiang,et al.  Experimental study on fatigue performance of corroded high-strength steel wires used in bridges , 2018, Construction and Building Materials.

[119]  H. Weiser,et al.  x-Ray Studies on the Hydrous Oxides. V. Beta Ferric Oxide Monohydrate , 1935 .

[120]  Pedro Albrecht,et al.  Fatigue Notch Factors for Structural Details , 1981 .

[121]  Youde Wang,et al.  Predicting the residual strength and deformability of corroded steel plate based on the corrosion morphology , 2017 .

[122]  Jose D. Hernández-Betancur,et al.  A holistic framework for assessing hot-dip galvanizing process sustainability , 2019, Journal of Cleaner Production.

[123]  Shun-ichi Nakamura,et al.  Experimental Study on Fatigue Strength of Corroded Bridge Wires , 2013 .

[124]  Bryan T. Adey,et al.  Total Cost-Benefit Analysis of Alternative Corrosion Management Strategies for a Steel Roadway Bridge , 2013 .

[125]  Hongyun Luo,et al.  Effect of immersion time on the hydrogen content and tensile properties of A350LF2 steel exposed to hydrogen sulphide environments , 2013 .

[126]  M. Abdelmoula,et al.  Conversion electron Mössbauer spectroscopy and X-ray diffraction studies of the formation of carbonate-containing green rust one by corrosion of metallic iron in NaHCO3 and (NaHCO3 + NaCl) solutions , 1996 .

[127]  T. E. Cloete,et al.  Biofouling and Biocorrosion in Industrial Water Systems , 2005, Critical reviews in microbiology.

[128]  A. Belarbi,et al.  Experimental investigation of short steel columns with localized corrosion , 2015 .

[129]  Zhibin Lin,et al.  Electrochemical Characterization of Steel Bridge Welds under Simulated Durability Test , 2018, Journal of Bridge Engineering.

[130]  K. Mopper,et al.  Geochemical formation of organosulphur compounds (thiols) by addition of H2S to sedimentary organic matter , 1987, Nature.

[131]  Taro Okamoto,et al.  A study on the fatigue crack growth in 9% Ni steel plate: Growth rate of surface crack in a plate under arbitrarily combined tension and bending , 1975 .

[132]  V. Křivý,et al.  Development and failures of corrosion layers on typical surfaces of weathering steel bridges , 2016 .

[133]  L. Fay,et al.  Corrosion of Deicers to Metals in Transportation Infrastructure: Introduction and Recent Developments , 2009 .

[134]  Alain Nussbaumer,et al.  Beurteilung bestehender Stahltragwerke: Empfehlungen zur Abschätzung der Restnutzungsdauer , 2008 .

[135]  Pedro Albrecht,et al.  Fatigue Tests of 8‐yr Weathered A588 Steel Weldment , 1980 .

[136]  Yongfeng Lu,et al.  Acoustic wave monitoring of cleaning and ablation during excimer laser interaction with copper surfaces , 1997 .

[137]  Jeom Kee Paik,et al.  A time-dependent corrosion wastage model for seawater ballast tank structures of ships , 2004 .

[138]  Yoshiaki Goto,et al.  Analysis to Predict Long-Term Mechanical Performance of Steel Structures with Histories of Corrosion and Repair , 2004 .

[139]  J. Ready Effects of high-power laser radiation , 1971 .

[140]  Xiaoyan Zeng,et al.  Parameters and surface performance of laser removal of rust layer on A3 steel , 2003 .

[141]  S. Pei,et al.  Modeling the impact of corrosion on seismic performance of multi-span simply-supported bridges , 2018, Construction and Building Materials.

[142]  J. J. Wang,et al.  Corrosion behavior of weathering steel in marine atmosphere , 2003 .

[143]  Yoshio Kobayashi,et al.  Mössbauer Studies on Particle Volume Distribution of α-FeOOH in Rust Formed on Weathering Steel , 2000 .

[144]  Binbin Zhou,et al.  Probability Distribution Model for Cross-Sectional Area of Corroded Reinforcing Steel Bars , 2014 .

[145]  Masato Yamashita,et al.  Characterization of Rust Layer on Weathering Steel exposed to the Atmosphere for 17 Years , 2001 .

[146]  Daren Peng,et al.  Life cycle analysis of steel railway bridges , 2017, Theoretical and Applied Fracture Mechanics.

[147]  H. Mohamed Eco‐friendly zero VOC anticorrosive paints for steel protection , 2012 .

[148]  Seifollah Nasrazadani,et al.  Morphology of rust phases formed on weathering steels in various laboratory corrosion tests , 1989 .

[149]  S. Euser,et al.  Growth of Legionella anisa in a model drinking water system to evaluate different shower outlets and the impact of cast iron rust. , 2017, International journal of hygiene and environmental health.

[150]  In-Tae Kim,et al.  Residual shear strength of steel plate girder due to web local corrosion , 2013 .

[151]  Wenyao Yang,et al.  Influence of tensile stress on corrosion behaviour of high‐strength galvanized steel bridge wires in simulated acid rain , 2012 .

[152]  Yi-Pin Lin,et al.  A new scenario of lead contamination in potable water distribution systems: Galvanic corrosion between lead and stainless steel. , 2018, The Science of the total environment.

[153]  Ulrike Kuhlmann,et al.  Holistic approach to sustainability of bridges , 2018 .

[154]  Iván Díaz,et al.  Airborne chloride deposit and its effect on marine atmospheric corrosion of mild steel , 2015 .

[155]  Iván Díaz,et al.  Rust exfoliation on carbon steels in chloride-rich atmospheres , 2015 .

[156]  Xianming Shi,et al.  Experimental and modeling studies on installation of arc sprayed Zn anodes for protection of reinforced concrete structures , 2016 .

[157]  Habib Tabatabai,et al.  Long-term chloride profiles in bridge decks treated with penetrating sealer or corrosion inhibitors , 2015 .

[158]  Osman T. Inal,et al.  Laser surface melting and alloying of type 304L stainless steel , 1995 .

[159]  Ignacio J. Navarro,et al.  Life cycle impact assessment of corrosion preventive designs applied to prestressed concrete bridge decks , 2018, Journal of Cleaner Production.

[160]  R. Balasubramaniam,et al.  Corrosion product analysis of corrosion resistant ancient indian iron , 1998 .

[161]  M. Morcillo,et al.  Atmospheric corrosion of mild steel in chloride‐rich environments. Questions to be answered , 2015 .

[162]  Xing Wei,et al.  A study of fatigue crack growth from artificial corrosion pits at welded joints under complex stress fields , 2017 .

[163]  Jianchao Guo,et al.  Weather resistance of low carbon high performance bridge steel , 2009 .

[164]  Jamshid Mohammadi,et al.  Closure of "Accurate and Rapid Determination of Fatigue Damage in Steel Bridges" , 1993 .

[165]  F. C. Giacomelli,et al.  Evaluation of the inhibitor effect of l-ascorbic acid on the corrosion of mild steel , 2004 .

[166]  Qindan Huang,et al.  Reliability-Based Multiobjective Design Optimization of Reinforced Concrete Bridges Considering Corrosion Effect , 2017 .

[167]  Jukka Lahdensivu,et al.  Durability demands related to carbonation induced corrosion for Finnish concrete buildings in changing climate , 2014 .

[168]  J M Kulicki,et al.  GUIDELINES FOR EVALUATING CORROSION EFFECTS IN EXISTING STEEL BRIDGES , 1990 .

[169]  K. Asami,et al.  In-depth distribution of rusts on a plain carbon steel and weathering steels exposed to coastal-industrial atmosphere for 17 years , 2003 .

[170]  H. Mansoori,et al.  Influence of calcium and magnesium ions on CO2 corrosion of carbon steel in oil and gas production systems - A review , 2018, Journal of Natural Gas Science and Engineering.

[171]  Digby D. Macdonald,et al.  A Point Defect Model for Anodic Passive Films I . Film Growth Kinetics , 1981 .

[172]  Herman Jacobus Cornelis Voorwald,et al.  An evaluation of shot peening, residual stress and stress relaxation on the fatigue life of AISI 4340 steel , 2002 .

[173]  Frank Schanack,et al.  Collapse of Steel Bridges , 2007 .

[174]  Y. Hisamatsu,et al.  Nature of Atmospheric Rust on Iron , 1980 .

[175]  Yoon-Seok Choi,et al.  Aqueous Corrosion Behavior of Weathering Steel and Carbon Steel in Acid-Chloride Environments , 2000 .

[176]  Salvador Pintos,et al.  Artificial neural network modeling of atmospheric corrosion in the MICAT project , 2000 .

[177]  M S Cheung,et al.  Serviceability reliability of corroded steel bridges , 2001 .

[178]  Yuzo Hosoi,et al.  Structure of the Rust Formed on Low Alloy Steels in Atmospheric Corrosion , 1969 .

[179]  Zbigniew Lewandowski,et al.  Role of sulfate‐reducing bacteria in corrosion of mild steel: A review , 1995 .

[180]  Hyo Nam Cho,et al.  Life-cycle cost-effective optimum design of steel bridges considering environmental stressors , 2006 .

[182]  G. Herziger,et al.  Laser-induced vaporisation of metal as a Riemann problem , 1990 .

[183]  Reza Rahgozar,et al.  Fatigue Notch Factor in Steel Bridges Due to Corrosion , 2009 .

[184]  E. Alibakhshi,et al.  Optimization of potassium zinc phosphate anticorrosion pigment by Taguchi experimental design , 2013 .

[185]  Michel Bruneau,et al.  Effect of Severe Corrosion on Cyclic Ductility of Steel , 1997 .

[186]  J. Z. Zhu,et al.  The finite element method , 1977 .

[187]  Beatriz Padilla Vivas,et al.  Sustainable Reverse Osmosis application for wastewater treatment in the steel industry , 2016 .

[188]  A. Mackay β-Ferric Oxyhydroxide , 1960 .

[189]  Giuseppe Daurelio,et al.  Laser surface cleaning, de-rusting, de-painting and de-oxidizing , 1999 .

[190]  A. EdwardsMarc,et al.  Lead Release to Drinking Water from Galvanized Steel Pipe Coatings , 2015 .

[191]  Shuqi Zheng,et al.  Review of recent progress in the study of corrosion products of steels in a hydrogen sulphide environment , 2018, Corrosion Science.

[192]  Anuradha Devi,et al.  A study on treatment methods of spent pickling liquor generated by pickling process of steel , 2014, Clean Technologies and Environmental Policy.

[193]  Jae-Myung Lee,et al.  A Time-Dependent Corrosion Wastage Model for the Structures of Single-and Double-Hull Tankers and FSOs and FPSOs , 2003 .

[194]  Rocío Ortiz,et al.  Comparative study of pulsed laser cleaning applied to weathered marble surfaces , 2013 .

[195]  E. Burger,et al.  Use of the gold markers method to predict the mechanisms of iron atmospheric corrosion , 2011 .

[196]  Elsa Garavaglia,et al.  Selective maintenance planning of a steel truss bridge based on the Markovian approach , 2016 .

[197]  Hamed Salem,et al.  Numerical investigation of collapse of the Minnesota I-35W bridge , 2014 .

[198]  Andrzej S. Nowak,et al.  Time-variant reliability profiles for steel girder bridges , 2008 .

[199]  Pedro Albrecht,et al.  Fatigue Strength of Weathered Rolled Beam Made of A588 Steel , 1994 .

[200]  B. Tang,et al.  Preparation of nano-sized magnetic particles from spent pickling liquors by ultrasonic-assisted chemical co-precipitation. , 2009, Journal of hazardous materials.

[201]  E. Alibakhshi,et al.  Sodium zinc phosphate as a corrosion inhibitive pigment , 2014 .

[202]  S. Yang,et al.  Influence of outer rust layers on corrosion of carbon steel and weathering steel during wet–dry cycles , 2014 .

[203]  Mehdi Nikoo,et al.  Corrosion current density prediction in reinforced concrete by imperialist competitive algorithm , 2014, Neural Computing and Applications.

[204]  Md. Robiul Awall,et al.  Performance of the effect of fractured member of an old steel truss railway bridge: A case study of hardinge bridge , 2018 .

[205]  Y. Tsutsumi,et al.  Pitting corrosion mechanism of Type 304 stainless steel under a droplet of chloride solutions , 2007 .

[206]  Dennis Rademacher,et al.  Advanced solutions with hot‐rolled sections for economical and durable bridges , 2018, Steel Construction.

[207]  Pedro Albrecht,et al.  Fatigue Strength of Trolley Bridge Stringers Made of ASTM A7 Steel , 2008 .

[208]  A. Belarbi,et al.  Inelastic Buckling Behavior of Steel H-Piles with Localized Severe Corrosion , 2016 .

[209]  T. Chaussadent,et al.  Biomolecules as a sustainable protection against corrosion of reinforced carbon steel in concrete , 2016 .