박사

Flexural and Shear Strength of RC Beams with Corroded Longitudinal Tensile Reinforcement = 부식된 인장철근을 갖는 철근콘크리트 보의 휨 및 전단강도

한선진 2020년
논문상세정보
' Flexural and Shear Strength of RC Beams with Corroded Longitudinal Tensile Reinforcement = 부식된 인장철근을 갖는 철근콘크리트 보의 휨 및 전단강도' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • arch action
  • beam action
  • bond strength
  • corrosion
  • corrosion expansion pressure
  • dual potential capacity
  • failure criterion
  • flexural strength
  • reinforced concrete
  • shear strength
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
371 0

0.0%

' Flexural and Shear Strength of RC Beams with Corroded Longitudinal Tensile Reinforcement = 부식된 인장철근을 갖는 철근콘크리트 보의 휨 및 전단강도' 의 참고문헌

  • Unified Theory of Concrete Structures
    500 pp [2010]
  • Unified Shear Strength Model for Reinforced Concrete Beams – Part 1 : Development
    Vol . 104 , No . 2 , pp . 142-152 . [2007]
  • Ultimate Shear Force of Structural Concrete Members without Transverse Reinforcement Derived from Mechanical Model
    Vol . 88 , No . 5 , pp . 592-602 [1991]
  • Theoretical Study for Bond Between Reinforcement Steel and Concrete
    Vol . 12 , No . 1 , pp . 93-102 [2013]
  • The Simplified MCFT for Calculating the Shear Strength of Reinforced Concrete Elements
    Vol . 103 , No . 4 , pp . 614-624 [2006]
  • The Effect of Corrosion on Shear Behavior of Reinforced Self-Consolidating Concrete Beams
    Vol . 97 , No . 1 , pp . 1-12 [2014]
  • Tests of reinforced concrete beams with corrosion damaged stirrups
    Vol . 103 , No . 1 , pp.133-141 [2006]
  • Suggested development , splice , and standard hook provisions for deformed bars in tension ( ACI 408.1R-90 )
    Detroit. , 3 pp . [1990]
  • Structural Performance of Shear-Critical RC Deep Beams with Corroded Longitudinal Steel Reinforcement
    Vol . 34 , No . 8 , pp . 946-957 [2012]
  • Structural Characteristics of RC Beams with Exposed Main Steel
    Vol . 122 , No . 1 , pp . 35-51 [1997]
  • Structural Behavior of Shear-Critical RC Slender Beams with Corroded Properly Anchored Longitudinal Steel Reinforcement
    Vol . 139 , No . 12 , p. 04013011 [2013]
  • Strength in Shear of Concrete Beams with Exposed Reinforcement
    Vol . 110 , No . 2 , pp . 176-185 [1995]
  • Strength Assessment of Corrosion Damaged Reinforced Slabs and Beams
    Vol . 99 , pp . 141-154 [1993]
  • Strain-Based Shear Strength Model for Slender Beams without Web Reinforcement
    Vol . 103 , No . 6 , pp . 783-793 [2006]
  • Standard Practice for Preparing , Cleaning , and Evaluating Corrosion Test Specimens , ASTM G1-03
    [2011]
  • Simplified Methodology for the Evaluation of the Residual Strength ofCorroded ReinforcedConcrete Beams
    Vol . 24 , No . 2 , pp . 108-119 [2010]
  • Simplification and Verification of Dual PotentialCapacity Model for ReinforcedConcrete Beams Subjected to Shear
    Vol . 18 , No . 2 , pp . 259-277 [2017]
  • ShearCapacity of Steel Fiber-ReinforcedConcrete Beams
    Vol . 18 , No . 2 , pp . 278-291 . [2017]
  • Shear performance assessment of steel fiber reinforced prestressedConcrete members
    Vol . 16 , No . 6 , pp . 825-846 [2015]
  • Shear deformation of steel fiber-reinforced prestressedConcrete beams
    Vol . 10 , No . 3 , pp . 53-63 . [2016]
  • Shear Strength of ReinforcedConcrete Beams Strengthened in Shear Using Externally-Bonded FRPComposites
    Vol . 173 , No . 1 , pp . 177-187 . [2017]
  • Shear Strength of Members without Transverse Reinforcement as a Function of theCritical ShearCrack Width
    Vol . 105 , No . 2 , pp . 163-172 [2008]
  • Shear Resistant Mechanism into BaseComponents : Beam Action and Arch Action in Shear-Critical RC Members
    Vol . 8 , No . 1 , pp . 1-14 [2013]
  • Shear Behaviour of Disturbed Regions in ReinforcedConcrete Beams withCorrosion Damaged Stirrups
    [2008]
  • Residual Strength ofCorrosion-Damaged ReinforcedConcrete Beams
    Vol . 104 , No . 1 , pp.40-47 . [2007]
  • ReinforcedConcrete structures
    800 pp [1975]
  • ReinforcedConcrete , Mechanics and Design
    939 pp [1997]
  • Radial FictitiousCracking of ThickWalledCylinder Due to Bar Pull-Out
    Vol . 54 , No . 3 , pp . 215-221 . [2002]
  • PrestressedConcrete Structure
    766 pp [1991]
  • Prediction ofCorrosion-inducedCoverCracking in reinforcedConcrete structures
    Vol . 25 , No . 1 , pp . 1854-1869 [2011]
  • Plasticity in ReinforcedConcrete , McGraw-Hill BookCompany
    474 pp [1982]
  • Physical Model for SteelCorrosion inConcrete Sea Structures – Application
    Vol . 105 , No . 6 , pp . 1155-1166 [1979]
  • Performance assessment of steel– concrete composite bridges with subsurface deck deterioration
    Vol . 2 , pp . 8-20 . [2015]
  • Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear
    Vol . 83 , No . 2 , pp . 219-231 [1986]
  • Models for Corrosion-Induced Bond Strength Degradation in Reinforced Concrete
    Vol . 104 , No . 6 , pp.594-603 . [2007]
  • Modeling the Time-to-Corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures
    Vol . 95 , No . 6 , pp . 675-681 . [1998]
  • Modeling effects of corrosion on cover cracking and bond in reinforced concrete
    Vol . 56 , No . 4 , pp . 191-199 [2004]
  • Modeling bond strength of corroded reinforcement without stirrups
    Vol . 34 , No . 8 , pp . 1331-1339 . [2004]
  • Modeling Mechanical Behavior of Reinforced Concrete due to Corrosion of Steel Bar
    Vol . 107 , No . 2 , pp . 106-113 [2010]
  • Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures
    Vol . 127 , No . 4 , pp . 342-351 [2001]
  • Model Code for Concrete Structures : CEB-FIP International Recommendations , 3rd edition
    [1978]
  • Main Tension Steel in High-Strength Concrete Deep and Short Beams
    Vol . 94 , No . 6 , pp . 752-764 . [1997]
  • Long-Term Performance of Corrosion-Damaged Reinforced Concrete Beams
    Vol . 102 , No . 5 , pp . 649-659 . [2005]
  • Local Stresses and Crack Displacements in Reinforced Concrete Elements
    Vol . 128 , No . 10 , pp . 1263-1271 [2002]
  • Investigation of the Parameters Influencing Bond Cracking ,
    Vol . 76 , No . 1 , pp . 47-71 . [1979]
  • Interaction of Pre-Induced Damage along Main Reinforcement and Diagonal Shear in RC Members
    Vol . 2 , No . 3 , pp . 431-443 [2004]
  • Influence of corrosion on the experimental behavior of R.C . ties
    Vol . 198 , 109458 [2019]
  • Influence of Surface Crack Width on Bond Strength of Reinforced Concrete
    Vol . 108 , No . 1 , pp . 29-37 . [2011]
  • Influence of Shear on Rotation Capacity of Reinforced Concrete Members without Shear Reinforcement
    Vol . 107 , No . 5 , pp . 516-525 [2010]
  • Influence of Longitudinal Bar Corrosion on Shear Behavior of RC beams
    Vol . 8 , No . 2 , pp . 145-156 [2010]
  • Influence of Corrosion and Cracking on Bond Behavior and Strength of Reinforced Concrete Members
    Vol . 87 , No . 23 , pp . 220-231 [1990]
  • How Safe Are Our Large , Lightly- Reinforced Concrete Beams , Slabs and Footings ?
    Vol . 96 , No . 4 , pp . 482-490 . [1999]
  • Flexural-Shear Behavior of Precast Concrete Deck Panels with Cast-in-Place concrete Topping
    Vol . 41 , No . 3 , pp . 60-74 . [2011]
  • Flexural Behavior of Concrete Slabs with Corroded Bars
    Vol . 30 , No . 3 , pp . 184-193 . [2008]
  • Fixed Angle Softened Truss Model for Reinforced Concrete
    Vol . 93 , No . 2 , pp . 197-207 . [1996]
  • Fib : Model Code 2010 , final draft . Bulletin Nos . 65 and 66Evaluation of bond splitting strength , Annual Report of Architectural Institute of Japan , Kinki Branch
    pp . 197-204 . [1981]
  • Experimental evaluation of the corrosion influence on the cyclic behavior of RC columns
    Vol . 76 , pp . 112-123 [2014]
  • Experimental Study of Anchorage Properties for Deformed Bars in Concrete ,
    [1990]
  • Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion
    Vol . 32 , No . 1 , pp . 1313-1318 [2002]
  • Eurocode 2 : Design of Concrete Structures – Part 1-1 : General Rules and Rules for Buildings
    [2004]
  • Effects of confinements on the bond strength between concrete and corroded steel bars
    Vol . 118 , No . 1 , pp . 127-138 . [2016]
  • Effects of Rusting of Reinforcing Steel on It 's Mechanical Properties and Bond with Concrete
    Vol . 87 , No . 5 , pp . 496-502 . [1990]
  • Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete
    Vol . 15 , No . 1 , pp . 41-47 [2003]
  • Effect of corrosion products on bond strength and flexural behavior of reinforced concrete slabs
    Vol . 56 , No . 2 , pp . 21-29 [2014]
  • Effect of Reinforcement Corrosion on Bond Strength
    Vol . 8 , No . 3 , pp . 123-127 [1996]
  • Effect of Corrosion Rate on the Bond Strength of Corroded Reinforcement
    pp . 591-602 [1979]
  • Durability design of post-tensioned bridge substructures ,
    [1999]
  • Dual potential capacity model for reinforced concrete short and deep beams subjected to shear
    Vol . 19 , No . 1 , pp . 76-85 [2018]
  • Dual Potential Capacity Model for Reinforced Concrete Beams Subjected to Shear
    Vol . 17 , No . 3 , pp . 443-456 [2016]
  • Disturbed Stress Field Model for Reinforced Concrete : Formulation
    Vol . 126 , No . 9 , pp . 1070-1077 [2000]
  • Deterioration of Concrete Due to Reinforcement Steel Corrosion
    Vol . 18 , No . 1 , pp . 47-59 [1996]
  • Design of Concrete Structures ( CSA A23.3-04 )
    214 pp . [2004]
  • Degradation of Flexural Strength in Reinforced Concrete Members Caused by Steel Corrosion
    Vol . 54 , No . 1 , pp . 572-583 [2014]
  • Decoupling of Arch Action in Shear-Critical Reinforced Concrete Beams
    Vol . 108 , No . 4 , pp . 395-404 . [2011]
  • Critical Corrosion Amount to Cause Cracking of Reinforced Concrete Structures
    Vol . 106 , No . 4 , pp . 333-339 [2009]
  • Cracking Behavior of Reinforced Concrete Structures due to Reinforcing Steel Corrosion
    Vol . 14 , No . 6 , pp . 851-863 [2002]
  • Cover cracking as a function of bar corrosion : Part 1 – experimental test
    Vol . 26 , No . 8 , pp . 453-464 [1993]
  • Corrosion of Reinforcement and Service Life of Concrete Structures
    Vol . 1 , pp . 117-126 . [1996]
  • Corrosion Influence on Bond in Reinforced Concrete
    Vol . 36 , No . 1 , pp . 1931-1938 . [2006]
  • Corrosion Influence on Bond between Steel and Concrete
    Vol . 96 , No . 3 , pp . 415-423 [1999]
  • Corrosion Effects on Bond Strength in Reinforced Concrete
    Vol . 96 , No . 6 , pp . 915-921 . [1996]
  • Corrosion Cracking and Bond Strength Modeling for Corroded Bars in Reinforced Concrete
    Vol . 99 , No . 3 , pp . 267-276 . [2002]
  • Correction Factor Suggestion for ACI Development Length Provisions Based on Flexural Testing of RC Slabs with Various Levels of Corroded Reinforcing Bars
    Vol . 26 , No . 8 , pp . 1013-1026 . [2004]
  • Concrete-Steel Bond Model for Use in Finite Element Modeling of Reinforced Concrete Structures
    Vol . 101 , No . 4 , pp . 501-511 [2004]
  • Concrete cover cracking caused by steel reinforcement corrosion
    Vol . 63 , No . 9 , pp . 655-667 [2011]
  • Building Code Requirements for Structural Concrete and Commentary ( ACI 318-14 )
    520 pp [2014]
  • Bond behaviour of corroded reinforcing steel bars in concrete
    Vol . 34 , No . 11 , pp . 2159-2167 . [2004]
  • Bond Strength of Black and Epoxy- Coated Reinforcement—A Theoretical Approach
    Vol . 93 , No . 4 , pp . 362-369 . [1996]
  • Bond Strength Prediction for Reinforced Concrete Members with Highly Corroded Reinforcing Bars
    Vol . 30 , No . 7 , pp . 603-611 [2008]
  • Bond Behavior of Corroded Reinforcement Bars
    Vol . 97 , No . 2 , pp . 214-221 . [2000]
  • Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement
    [2010]
  • Behavior of Reinforced Concrete Beams with Loss of Bond at Longitudinal Reinforcement
    Vol . 129 , No . 10 , pp . 1376-1383 [2003]
  • Behavior of Concrete Beams with Exposed Reinforcement
    Vol . 94 , pp . 197-203 [1992]
  • Analytical model for time to cover cracking in RC structures due to rebar corrosion
    Vol . 236 , No . 11 , pp . 1123-1139 [2006]
  • Analytical Modeling of Concrete Cover Cracking Caused by Corrosion of Reinforcement
    Vol . 43 , No . 4 , pp . 543-556 . [2010]
  • Analytical Model to Predict Nonlinear Flexural Behavior of Corroded Reinforced Concrete Beams
    Vol . 102 , No . 4 , pp . 550-559 [2005]
  • Analytical Model of Corrosion-Induced Cracking of Concrete Considering the Stiffness of Reinforcement
    Vol . 16 , No . 6 , pp . 749-769 [2003]
  • Analytical Model for Corrosion-Induced Crack Width in Reinforced Concrete Structures
    Vol . 103 , No . 4 , pp . 479-487 . [2006]
  • Analysis of mechanical behavior of corroded reinforced concrete structures
    Vol . 108 , No . 5 , pp . 532-541 . [2011]
  • Advanced Strength and Applied Elasticity
    544 pp [2003]
  • AASHTO-LRFD Bridge Design Specifications and Commentary , 3rd Edition
    1264 pp [2004]
  • A New Method on the Prediction of Corrosion Resistance of Reinforced Concrete Using Accelerated Potentiometric Corrosion Method
    Vol . 8 , No . 5 , pp . 201-209 [1996]
  • A General Shear Design Method
    Vol . 93 , No . 1 , pp . 36-45 . [1996]