Joint Development of Seismic Capability Evaluation Technology for Degraded Structures and Components

.................................................................................................................................. iii List of Tables ................................................................................................................................ viii List of Figures .............................................................................................................................. viii

[1]  Mark G. Stewart,et al.  Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure , 2004 .

[2]  B. Ellingwood,et al.  Impact of structural aging on seismic risk assessment of reinforced concrete structures in nuclear power plants , 1996 .

[3]  Yasuhiro Mori.  Reliability-Based Service Life Prediction and Durability in Structural Safety Assessment , 2005 .

[4]  Shinobu Yoshimura,et al.  Study on Probabilistic Fracture Mechanics Analysis Codes for Pipes With Stress Corrosion Cracks , 2008 .

[5]  Robert E. Melchers,et al.  Modeling of Marine Corrosion of Steel Specimens , 1997 .

[6]  G. Bagchi,et al.  Assessment of inservice conditions of safety-related nuclear plant structures , 1995 .

[7]  P. Basheer,et al.  Predictive models for deterioration of concrete structures , 1996 .

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

[9]  J. Clifton,et al.  Service life of concrete , 1989 .

[10]  Philip D Cady,et al.  Deterioration Rates of Concrete Bridge Decks , 1984 .

[11]  V. Shah,et al.  Assessment of pressurized water reactor control rod drive mechanism nozzle cracking , 1994 .

[12]  Robert Akid.  The initiation and growth of short fatigue cracks in an aqueous saline environment. , 1987 .

[13]  J. P. Vora.  NRC Research Program on Plant Aging: Listing and summaries of reports issued through September 1993. Revision 4 , 1993 .

[14]  W. E. Vesely,et al.  Applications of reliability degradation analysis , 1996 .

[15]  David L. McDowell,et al.  An engineering model for propagation of small cracks in fatigue , 1997 .

[16]  S. D. Manning,et al.  A simple second order approximation for stochastic crack growth analysis , 1996 .

[17]  Koichi Saito,et al.  Mechanochemical model to predict stress corrosion crack growth of stainless steel in high temperature water , 2001 .

[18]  P. Goel,et al.  The Statistical Nature of Fatigue Crack Propagation , 1979 .

[19]  Alberto A. Sagüés,et al.  Corrosion of Metals in Concrete , 2004 .

[20]  Bruce R. Ellingwood,et al.  Report on aging of nuclear power plant reinforced concrete structures , 1996 .

[21]  A W Beeby,et al.  CORROSION OF REINFORCING STEEL IN CONCRETE AND ITS RELATION TO CRACKING , 1978 .

[22]  K. J. Miller,et al.  Short fatigue crack growth behaviour of a low carbon steel under corrosion fatigue conditions , 1991 .

[23]  Weicheng Cui,et al.  Effect of corrosion models on the time-dependent reliability of steel plated elements , 2003 .

[24]  A C Smith,et al.  Corrosion of steel in concrete , 1982 .

[25]  Ronald A. Cook,et al.  Evaluation of Existing Nuclear Safety-Related Concrete Structures ACI 349 . 3 R-02 , 2002 .

[26]  Shigeru Kishi,et al.  Fatigue-creep life prediction of 214Cr-1Mo steel under combined tension-torsion at 600°C , 1994 .

[27]  Per Goltermann,et al.  Mechanical Predictions on Concrete Deterioration. Part 1: Eigenstresses in Concrete , 1994 .

[28]  Dan M. Frangopol,et al.  Life-Cycle Performance of Deteriorating Structures , 2003 .

[29]  C. Andrade,et al.  Factors controlling cracking of concrete affected by reinforcement corrosion , 1998 .

[30]  Bruce R. Ellingwood,et al.  Stochastic fatigue crack growth in steel structures subjected to random loading , 1998 .

[31]  C. Guedes Soares,et al.  Reliability of maintained, corrosion protected plates subjected to non-linear corrosion and compressive loads , 1999 .

[32]  D. P. Allison,et al.  Event reporting guidelines 10 CFR 50.72 and 50.73. Revision 1 , 1998 .

[33]  Velautham Sarveswaran,et al.  Reliability analysis of deteriorating structures — the experience and needs of practising engineers , 1999 .

[34]  Cruz Alonso,et al.  Cover cracking as a function of bar corrosion: Part I-Experimental test , 1993 .

[35]  Toshihide Igari,et al.  Fatigue-creep life prediction of 214Cr—1Mo steel by inelastic analysis , 1989 .

[36]  George Apostolakis,et al.  Survey and evaluation of aging risk assessment methods and applications , 1994 .

[37]  Jinsuo Nie,et al.  Identification and Assessment of Recent Aging-Related Degradation Occurrences in U.S. Nuclear Power Plants , 2008 .

[38]  Jeom Kee Paik,et al.  Probabilistic corrosion rate estimation model for longitudinal strength members of bulk carriers , 1998 .

[39]  G. W. Washa,et al.  FIFTY YEAR PROPERTIES OF CONCRETE , 1975 .

[40]  Yixuan Li,et al.  SPATIAL VARIABILITY OF CONCRETE DEGRADATION , 2003 .

[41]  Palle Thoft-Christensen.  Corrosion and Cracking of Reinforced Concrete , 2003 .

[42]  Edward G. Nawy,et al.  CONTROL OF CRACKING IN CONCRETE STRUCTURES , 1972 .

[43]  Robert J. Frosch,et al.  Causes, Evaluation, and Repair of Cracks in Concrete Structures , 2007 .

[44]  Robert E. Melchers.  Probabilistic Modelling of Marine Corrosion of Steel Specimens , 1995 .

[45]  Shenmin Zhang,et al.  Multiaxial creep-fatigue life using cruciform specimen , 2007 .

[46]  S. Moore,et al.  Nuclear Regulatory Commission , 1975 .

[47]  G. Regan.  Nuclear power plant Generic Aging Lessons Learned (GALL) , 1997 .

[48]  Bruce R. Ellingwood,et al.  Evaluation of crack growth in miter gate weldments using stochastic fracture mechanics , 2001 .

[49]  B. F. Spencer,et al.  Stochastic approach to modeling fatigue crack growth , 1989 .

[50]  Richard E. Weyers,et al.  MODELING THE TIME-TO-CORROSION CRACKING IN CHLORIDE CONTAMINATED REINFORCED CONCRETE STRUCTURES , 1998 .

[51]  Dan M. Frangopol,et al.  Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data , 2008, Reliab. Eng. Syst. Saf..

[52]  John D. Stevenson,et al.  The Maintenance Rule , 2006 .

[53]  Dan J Naus,et al.  Primer on Durability of Nuclear Power Plant Reinforced Concrete Structures - A Review of Pertinent Factors , 2007 .

[54]  G. W. Washa,et al.  FIFTY-YEAR PROPERTIES OF CONCRETE MADE IN 1937 , 1989 .

[55]  MikiI Funahashi.  Predicting Corrosion-Free Service Life of a Concrete Structure in a Chloride Environment , 1990 .