ACI 562 2021
$89.38
ACI CODE-562-21: Assessment, Repair, and Rehabilitation of Existing Concrete Structures – Code and Commentary
Published By | Publication Date | Number of Pages |
ACI | 2021 | 88 |
ACI CODE-562-21, Assessment, Repair and Rehabilitation of Existing Concrete Structures Code Requirements and Commentary, was developed to provide design professionals a code for the assessment of the damage and deterioration, and the design of appropriate repair and rehabilitation strategies. The Code provides minimum requirements for assessment, repair, and rehabilitation of existing structural concrete buildings, members, systems and, where applicable, nonbuilding structures. ACI CODE-562-21 was specifically developed to work with the International Existing Building Code (IEBC) or to be adopted as a stand-alone code. Keywords: assessment; bond; corrosion; damage; durability; evaluation; existing structure; fiber-reinforced polymer (FRP); interface bond; licensed design professional; maintenance; rehabilitation; reliability; repair; strengthening.
PDF Catalog
PDF Pages | PDF Title |
---|---|
3 | TITLE PAGE |
5 | PREFACE |
7 | CHAPTER 1āGENERAL REQUIREMENTS 1.1āScope 1.2āGeneral 1.3āPurpose 1.4āApplicability of this Code |
9 | 1.5āAdministration |
10 | 1.6āDesign and construction documents |
11 | 1.7āAssessment, design, and construction requirements if used with an existing building code |
13 | 1.8āAssessment, design, and construction requirements if not used with an existing building code |
16 | CHAPTER 2āNOTATION AND DEFINITIONS 2.1āNotation |
17 | 2.2āDefinitions |
23 | CHAPTER 3āREFERENCED STANDARDS |
25 | CHAPTER 4āCRITERIA AS A STAND-ALONE CODE FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING STRUCTURES 4.1āGeneral 4.2āCriteria for the assessment, repair, and rehabilitation design of existing concrete structures |
26 | 4.3āPotentially dangerous structural conditions |
27 | 4.4āSubstantial structural damage |
29 | 4.5āConditions of deterioration, faulty construction, or damage less than substantial structural damage with strengthening |
31 | 4.6āConditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening 4.7āAdditions |
32 | 4.8āAlterations |
33 | 4.9āChange of occupancy or use |
34 | CHAPTER 5āLOADS, FACTORED LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS 5.1āGeneral 5.2āLoad factors and load combinations |
35 | 5.3āStrength reduction factors for rehabilitation design 5.4āStrength reduction factors for assessment |
36 | 5.5āAdditional load combinations for structures rehabilitated with external reinforcing systems |
39 | CHAPTER 6āASSESSMENT, EVALUATION, AND ANALYSIS 6.1āStructural assessment 6.2āInvestigation and structural evaluation |
40 | 6.3āMaterial properties |
42 | 6.4āTest methods to quantify material and member properties |
46 | 6.5āStructural analysis of existing structures |
47 | 6.6āStructural serviceability 6.7āStructural analysis for repair design |
48 | 6.8āStrength evaluation by load testing |
50 | CHAPTER 7āDESIGN OF STRUCTURAL REPAIRS 7.1āGeneral 7.2āStrength and serviceability 7.3āBehavior of repaired systems |
51 | 7.4āInterface bond of cementitious repair materials |
54 | 7.5āMaterials |
55 | 7.6āDesign and detailing considerations |
59 | 7.7āRepair using supplemental post-tensioning |
60 | 7.8āRepair using fiber-reinforced polymer (FRP) composites |
61 | 7.9āPerformance under fire and elevated temperatures |
64 | CHAPTER 8āDURABILITY 8.1āGeneral |
66 | 8.2āCover 8.3āCracks |
68 | 8.4āCorrosion and deterioration of reinforcement and metallic embedments |
70 | 8.5āSurface treatments and coatings |
71 | CHAPTER 9āCONSTRUCTION 9.1āGeneral 9.2āStability and temporary shoring requirements |
73 | 9.3āTemporary conditions 9.4āEnvironmental issues |
74 | CHAPTER 10āQUALITY ASSURANCE 10.1āGeneral 10.2āInspection |
76 | 10.3āTesting of repair materials |
77 | 10.4āConstruction observations |
78 | CHAPTER 11āCOMMENTARY REFERENCES |
83 | Authored documents |