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Title: 363R-10 Report on High-Strength Concrete
Author: ACI Committee 363
Year of Publication: 2010
Number of Pages: 65
This document is: Active
Nonmember Price: $83.50
ACI Member Price: $51.00
Order Code: 36310
Abstract: Click here to view the first few pages of this publication - pdf file format
This report summarizes currently available information about high strength concrete (HSC). Topics discussed include selection of materials, concrete mixture proportions, ordering, batching, mixing, transporting, placing, quality control, concrete properties, structural design, economic considerations, and applications. Keywords: concrete properties; economic considerations; high-strength concrete; material selection; mixture proportions; structural applications; structural design; quality control.
Contents: Chapter 1—Introduction, p. 363R-2 1.1—Historical background 1.2—Definition of high-strength concrete 1.3—Scope of report Chapter 2—Notation, definitions, and acronyms,p. 363R-3 2.1—Notation 2.2—Definitions 2.3—Acronyms Chapter 3—Selection of material, p. 363R-5 3.1—Introduction 3.2—Cementitious materials 3.3—Admixtures 3.4—Aggregates 3.5—Water Chapter 4—Concrete mixture proportions,p. 363R-10 4.1—Introduction 4.2—Strength required 4.3—Test age 4.4—Water-cementitious material ratio 4.5—Cementitious material content 4.6—Air entrainment 4.7—Aggregate proportions 4.8—Proportioning with supplementary cementitious materials and chemical admixtures 4.9—Workability 4.10—Trial batches Chapter 5—Ordering, batching, mixing, transporting, placing, curing, and quality-control procedures, p. 363R-19 5.1—Introduction 5.2—Ordering 5.3—Batching 5.4—Mixing 5.5—Transporting 5.6—Placing procedures 5.7—Curing 5.8—Quality control and testing Chapter 6—Properties of high-strength concrete, p. 363R-23 6.1—Introduction 6.2—Stress-strain behavior in uniaxial compression 6.3—Modulus of elasticity 6.4—Poisson’s ratio 6.5—Modulus of rupture 6.6—Splitting tensile strength 6.7—Fatigue behavior 6.8—Unit density 6.9—Thermal properties 6.10—Heat evolution due to hydration 6.11—Strength gain with age 6.12—Resistance to freezing and thawing 6.13—Abrasion resistance 6.14—Shrinkage 6.15—Creep 6.16—Permeability 6.17—Scaling resistance 6.18—Fire resistance Chapter 7—Structural design considerations, p.363R-35 7.1—Introduction 7.2—Concentrically loaded columns 7.3—Beams and one-way slabs 7.4—Prestressed concrete beams 7.5—Eccentrically loaded columns Chapter 8—Economic considerations, p. 363R-47 8.1—Introduction 8.2—Cost studies 8.3—Selection of materials 8.4—Quality control 8.5—Conclusions Chapter 9—Applications, p. 363R-51 9.1—Introduction 9.2—Buildings 9.3—Bridges 9.4—Offshore structures 9.5—Other applications Chapter 10—Summary, p. 363R-54 Chapter 11—References, p. 363R-55 11.1—Referenced standards and reports 11.2—Cited reference
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