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ACI 544.7R : 2016

ACI 544.7R : 2016

Current

Current

The latest, up-to-date edition.

REPORT ON DESIGN AND CONSTRUCTION OF FIBER-REINFORCED PRECAST CONCRETE TUNNEL SEGMENTS

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

02-01-2016

Publisher

American Concrete Institute

CHAPTER 1 - INTRODUCTION AND SCOPE
CHAPTER 2 - NOTATION AND DEFINITIONS
CHAPTER 3 - DESIGN PHILOSOPHY
CHAPTER 4 - DESIGN FOR PRODUCTION AND TRANSIENT
            STAGES
CHAPTER 5 - DESIGN FOR CONSTRUCTION STAGES
CHAPTER 6 - DESIGN FOR SERVICE STAGES
CHAPTER 7 - MATERIAL PARAMETERS FOR DESIGN
CHAPTER 8 - TESTS AND PERFORMANCE EVALUATION
CHAPTER 9 - HYBRID REINFORCEMENT FOR TUNNEL LININGS
CHAPTER 10 - DESIGN EXAMPLES
CHAPTER 11 - REFERENCES
Authored documents
APPENDIX A - CALCULATION OF AXIAL FORCE-BENDING MOMENT
             INTERACTION DIAGRAM

Covers general information on the history of FRC precast segments from tunneling projects throughout the world; a procedure for structural analysis and design based on governing load cases; and a description of the material parameters, tests, and analyses required to complete the design.

Committee
544
DocumentType
Standard
ISBN
9780870319488
Pages
36
PublisherName
American Concrete Institute
Status
Current

ACI 544.8R : 2016 REPORT ON INDIRECT METHOD TO OBTAIN STRESS-STRAIN RESPONSE OF FIBER-REINFORCED CONCRETE (FRC)
BS PAS 8810(2016) : 2016 TUNNEL DESIGN - DESIGN OF CONCRETE SEGMENTAL TUNNEL LININGS - CODE OF PRACTICE

BS EN 14651 : 2005 TEST METHOD FOR METALLIC FIBRE CONCRETE - MEASURING THE FLEXURAL TENSILE STRENGTH (LIMIT OF PROPORTIONALITY (LOP), RESIDUAL)
ACI 318 : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
ACI 544.8R : 2016 REPORT ON INDIRECT METHOD TO OBTAIN STRESS-STRAIN RESPONSE OF FIBER-REINFORCED CONCRETE (FRC)
ASTM C 496/C496M : 2017 : REDLINE Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens
ACI 544.6R : 2015 REPORT ON DESIGN AND CONSTRUCTION OF STEEL FIBER-REINFORCED CONCRETE ELEVATED SLABS

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Hardcopy - English
PDF - English
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