後壓鋼板法加固鋼筋混凝土結構（簡體書）

在“十三五”建設期間，我國基礎設施建設領域將逐步由大范圍建設向既有結構加固與改造轉型。因此，如何延長現有結構使用壽命，以及如何有效提高結構安全度與可靠性，將成為土木工程領域未來發展的一個重要方向。 《后壓鋼板法加固鋼筋混凝土結構（英文版）》主要圍繞一項工程結構加固方法——后壓鋼板法加固鋼筋混凝土結構展開介紹，內容涉及受壓構件加固、受彎構件加固、節點加固、結構抗火加固以及標準化加固設計方法。此方法是結構加固與修復領域一項重要創新，能夠為延長結構壽命、減少結構維護成本、保障生命財產安全、建設節約型社會貢獻一份力量。 《后壓鋼板法加固鋼筋混凝土結構（英文版）》主要面向高等院校及科研院所的土木工程教學、科研從業人員，也可作為結構設計人員的結構加固設計準則。

CHAPTER 1 INTRODUCTION
1．1 BACKGROUND
1．2 SCOPE OF BOOK

CHAPTER 2 EXISTING STRENGTHENING METHODS
2．1 OVERVIEW
2．2 EXTERNAL STRENGTHENING OF RC COLUMNS
2．2．1 Concrete Jacketing Technique
2．2．2 Composite Jacketing Technique
2．2．3 Steel Jacketing Technique
2．2．4 The Other Jacketing Technique
2．3 STEEL JACKETING STRENGTHEN RC COLUMNS
2．4 STRESS LAGGING EFFECT ON ULTIMATE LOAD CAPACITY OF COLUMNS
2．5 EXTERNAL JACKETING STRENGTHEN FIRE-EXPOSED COLUMNS
2．6 CONCLUDING REMARKS

CHAPTER 3 AXIALLY LOADED MEMBERS STRENGTHENED WITH POST-PRESSED PLATES
3．1 GENERAL
3．2 EXPERIMENTAL VALIDATION
3．2．1 Specimens Details
3．2．2 Material Properties
3．2．3 Test Set up
3．2．4 Instrumentations
3．2．5 Post-stressed Procedure
3．3 TEST RESULTS AND DISCUSSION
3．3．1 Strength Analysis
3．3．2 Crack Patterns and Failure Modes
3．3．3 Internal Load Distribution
3．3．4 Effects of Stress-lagging
3．3．5 Effects of Plate Thickness
3．3．6 Effects of Initial Precamber
3．3．7 Effects of Preloading Level
3．3．8 Deformability and Ductility
3．4 FORMULATION
3．4．1 Initial Precamber
3．4．2 Material Constitutive Laws
3．4．3 Post-Stressing Stage
3．4．4 Ultimate Load Capacity
3．4．5 Maximum Vertical Bolt Spacing
3．5 PARISON OF EXPERIMENTAL AND THEORETICAL RESULTS
3．5．1 Comparisowith Experimental Results
3．5．2 Comparisowith Experimental Results （Obtainer by Gimenez et al． ， 2009）
3．6 CONCLUDING REMARKS

CHAPTER 4 SMALL ECCENTRICALLY LOADED COLUMNS STRENGTHENED WITH POST-PRESSED PLATES
4．1 GENERAL
4．2 EXPERIMENTAL PROGRAM
4．2．1 SpecimeDetails
4．2．2 Material Properties
4．2．3 Test Set-up
4．2．4 Instrumentations
4．2．5 Post-stressed Procedure
4．3 TEST RESULTS AND DISCUSSION
4．3．1 Strength Analysis
4．3．2 Crack Patterns and Failure Modes
4．3．3 Load-Longitudinal StraiRelationship
4．3．4 Effects of Eccentricity
4．3．5 Effects of Plate Thickness
4．3．6 Effects of Initial Precamber
4．3．7 Deformatioand Ductility
4．3．8 Moment-Curvature Responses
4．4 FORMULATION
4．4．1 Initial Precamber
4．4．2 Material Constitutive Laws
4．4．3 Preloading Stage
4．4．4 Post-stressing Stage
4．4．5 Ultimate Load Capacity
4．5 PARISON OF EXPERIMENTAL AND THEORETICAL RESULTS
4．5．1 Comparisowith Experimental Results
4．5．2 Comparisowith Experimental Results （Obtained byMontuori and Piluso， 2009）
4．6 CONCLUDING REMARKS

CHAPTER 5 LARGE ECCENTRICALLY LOADED COLUMNS STRENGTHENED WITH POST-PRESSED PLATES
5．1 GENERAL
5．2 EXPERIMENTAL PROGRAM
5．2．1 Specimens Details
5．2．2 Material Properties
5．2．3 Test Set-up
5．2．4 Instrumentations
5．2．5 Post-stressed Procedure
5．3 TEST RESULTS AND DISCUSSION
5．3．1 Strength Analysis
5．3．2 Crack Patterns and Failure Modes
5．3．3 Load-Longitudinal StraiRelationship
5．3．4 Effects of Eccentricity
5．3．5 Effects of Plate Thickness
5．3．6 Effects of Initial Precamber
5．3．7 Moment-Curvature Responses
5．3．8 Deformability and Ductility
5．4 FORMULATION
5．4．1 Initial Precamber and Material Constitutive Laws
5．4．2 Preloading Stage
5．4．3 Post-stressing Stage
5．4．4 Ultimate Load Capacity
5．5 PARISON OF EXPERIMENTAL AND THEORETICAL RESULTS
5．5．1 Comparisowith Experimental Results
5．5．2 Comparisowith Experimental Results （Obtained by Montuori and Piluso， 2009）
5．6 CONCLUDING REMARKS

CHAPTER 6 REPAIR OF FIRE-EXPOSED MEMBERS STRENGTHENED WITH POST-PRESSED PLATES
6．1 GENERAL
6．2 EXPERIMENTAL PROGRAM
6．2．1 SpecimeDetails
6．2．2 Material Properties
6．2．3 Large-scale Furnace and Fire Exposure
6．2．4 Setup for Axial CompressioTest
6．2．5 Instrumentations
6．2．6 Test Procedure
6．3 TEST RESULTS AND DISCUSSION
6．3．1 Concrete Temperature Distribution
6．3．2 Strength Analysis
6．3．3 Crack Patterns and Failure Modes
6．3．4 Deformability and Ductility
6．3．5 Distributioof Axial Forces betweeSteel Plates and Concrete
6．4 THEORETICAL MODEL
6．4．1 Residual Strength of Concrete and Steel Bars
6．4．2 Ultimate Load Capacity of Repaired Columns
6．4．3 Comparisobetweethe Predicted and Experimental Results
6．5 CONCLUDING REMARKS

CHAPTER 7 DESIGN PROCEDURE FOR POST-PRESSED PLATES STRENGTHENING PRELOADED MEMBERS
7．1 GENERAL
7．2 PROPOSED DESIGN PROCEDURE
7．2．1 Estimating the Eccentricity of RC Column
7．2．2 The Different Types of Strengthening
7．2．3 Ultimate Axial Load Capacity of the PCP Strengthening Columns
7．2．4 Steel Plate Installed oSide Faces of the RC Column
7．2．5 Steel Plates Installed othe Compressioand TensioFaces of the RC Column
7．3 EVALUATION OF BEAM-COLUMN JOINT BASED ON STRUT-AND-TIE MODEL
7．3．1 Minimum Wide of CompressioZone
7．3．2 DesigUltimate Bearing Stress
7．3．3 Estimatioof Shear Capacity of the RC beam
7．4 FIRE RESISTANCE REQUIREMENTS FOR REPAIRED STRUCTURAL MEMBERS
7．5 WORK EXAMPLES
7．5．1 Example 1
7．5．2 Example 2
7．5．3 Example 3
7．6 CONCLUDING REMARKS

CHAPTER 8 SUMMARY AND CONCLUSIONS
8．1 SUMMARY
8．2 CONCLUSIONS
8．2．1 Behavior of PCP Strengthened RC Columns under Axial CompressioLoading
8．2．2 Behavior of PCP Strengthened RC Columns under Eccentric CompressioLoading
8．2．3 Behavior of PCP Strengthened RC Columns under Reversed Cyclic Loading
8．2．4 Repair of Fire-Exposed RC Columns with PCP Strengthening Technique
REFERENCES