ACI 440.6M 08 2008
$20.31
440.6M-08 Metric Specification for Carbon & Glass Fiber-Reinforced Polymer Bar Materials for Conc Reinforcement
| Published By | Publication Date | Number of Pages |
| ACI | 2008 | 10 |
Metric Version of 440.6-08 – PDF format only available This Material Specification covers provisions governing testing, evaluation, and acceptance of carbon and glass fiber-reinforced polymer (FRP) bars used as reinforcement for concrete. Keywords: carbon fiber; concrete; concrete construction; FRP reinforced concrete; fiber-reinforced polymer reinforcement; glass fiber; specification.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | CONTENTS CONTENTS |
| 4 | SECTION 1— SCOPE SECTION 1— SCOPE 1.1 1.1 1.2 1.2 1.3 1.3 1.4 1.4 1.5 1.5 1.6 1.6 1.7 1.7 1.8 1.8 SECTION 2— REFERENCED DOCUMENTS SECTION 2— REFERENCED DOCUMENTS 2.1— ASTM standards 2.1— ASTM standards 2.2—ACI report 2.2—ACI report SECTION 3— TERMINOLOGY SECTION 3— TERMINOLOGY 3.1— Definitions 3.1— Definitions 3.2—Definitions of terms specific to this specification 3.2—Definitions of terms specific to this specification SECTION 4— CLASSIFICATION SECTION 4— CLASSIFICATION 4.1 4.1 |
| 5 | SECTION 5— ORDERING INFORMATION SECTION 5— ORDERING INFORMATION 5.1 5.1 SECTION 6— MATERIALS AND MANUFACTURE SECTION 6— MATERIALS AND MANUFACTURE 6.1— Fibers 6.1— Fibers 6.2—Matrix resins 6.2—Matrix resins 6.2.1 6.2.1 6.2.2 6.2.2 6.2.3 6.2.3 6.2.4 6.2.4 6.3—Fillers and additives 6.3—Fillers and additives 6.3.1 6.3.1 6.3.2 6.3.2 6.3.3 6.3.3 6.4—Manufacturing process 6.4—Manufacturing process 6.4.1 6.4.1 6.4.2 6.4.2 6.4.3 6.4.3 SECTION 7— PHYSICAL PROPERTIES SECTION 7— PHYSICAL PROPERTIES 7.1— Fiber content 7.1— Fiber content 7.2—Glass transition temperature 7.2—Glass transition temperature 7.3—Bar sizes 7.3—Bar sizes 7.3.1 7.3.1 7.3.2 7.3.2 7.3.3 7.3.3 7.3.4 7.3.4 |
| 6 | 7.3.5 7.3.5 SECTION 8— MECHANICAL PROPERTIES SECTION 8— MECHANICAL PROPERTIES 8.1— Tensile strength 8.1— Tensile strength 8.1.1 8.1.1 8.1.2 8.1.2 8.2—Tensile modulus of elasticity 8.2—Tensile modulus of elasticity 8.3—Shear strength (perpendicular to bar) 8.3—Shear strength (perpendicular to bar) 8.4—Ultimate tensile strain 8.4—Ultimate tensile strain 8.5—Bond strength 8.5—Bond strength SECTION 9— DURABILITY PROPERTIES SECTION 9— DURABILITY PROPERTIES 9.1—Moisture absorption 9.1—Moisture absorption 9.2—Resistance to alkaline environment 9.2—Resistance to alkaline environment |
| 7 | 9.3—Longitudinal wicking 9.3—Longitudinal wicking SECTION 10— OTHER REQUIREMENTS SECTION 10— OTHER REQUIREMENTS 10.1— Bend radius 10.1— Bend radius 10.2—Strength of bends 10.2—Strength of bends 10.2.1 10.2.1 10.2.2 10.2.2 10.2.2.1 10.2.2.1 10.2.2.2 10.2.2.2 SECTION 11— SAMPLING SECTION 11— SAMPLING 11.1—Sampling frequency and number ofspecimens 11.1—Sampling frequency and number ofspecimens 11.1.1 11.1.1 11.1.2 11.1.2 11.1.3 11.1.3 11.2—Methods of sample selection 11.2—Methods of sample selection SECTION 12— REJECTION SECTION 12— REJECTION 12.1 12.1 SECTION 13— PRODUCT CERTIFICATION SECTION 13— PRODUCT CERTIFICATION 13.1 13.1 |
| 8 | 13.2 13.2 13.3 13.3 SECTION 14— MARKINGS SECTION 14— MARKINGS 14.1 14.1 14.2 14.2 14.3 14.3 |
