ISO 14484:2013
Performance guidelines for design of concrete structures using fibre-reinforced polymer (FRP) materials
ISO 14484:2013 provides general principles for the verification and assessment of the performance of concrete structures with the applications of different fibre-reinforced polymer (FRP) systems varying from internal FRP reinforcements/tendons, external FRP tendons, externally bonded FRP sheets/plates, to near-surface mounted FRP reinforcement. It can be used for the international harmonization of the design of un-reinforced, conventionally reinforced, and pre-stressed concrete structures with the use of the above-mentioned FRP systems.
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Section sec_1
Section sec_2
Section sec_3
Section sec_4
Section sec_4.1
Section sec_4.2
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.2.1
Section sec_5.2.2
Section sec_5.2.3
Section sec_5.2.4
Section sec_5.3
Section sec_6
Section sec_7
Section sec_7.1
Section sec_7.2
Section sec_7.3
Section sec_7.3.1
Section sec_7.3.2
Section sec_7.3.3
Section sec_7.4
Section sec_8
Section sec_8.1
Section sec_8.2
Section sec_8.2.1
Section sec_8.2.2
Section sec_8.3
Section sec_8.3.1
Section sec_8.3.2
Section sec_8.3.3
Section sec_9
Section sec_9.1
Section sec_9.1.1
Section sec_9.1.2
Section sec_9.1.3
Section sec_9.2
Section sec_9.2.1
Section sec_9.2.2
Section sec_9.2.3
Section sec_9.3
Section sec_9.3.1
Section sec_9.3.2
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Design basics
4.1 General
4.2 Design methodology
5 Properties of materials
5.1 Properties of concrete and steel
5.2 Properties of FRP materials
5.3 Resins
6 Structural analysis
7 Serviceability limit states
7.1 General
7.2 Calculation of stress and strain
7.3 Cracking
7.4 Deflections
8 Ultimate limit states
8.1 General
8.2 Axial and flexural capacity
8.3 Shear capacity
9 General structural details
9.1 FRP reinforcements/tendons
9.2 Externally bonded FRP sheets/plates
9.3 Near-surface mounted FRP reinforcement
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Section sec_1
Section sec_2
Section sec_3
Section sec_4
Section sec_4.1
Section sec_4.2
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.2.1
Section sec_5.2.2
Section sec_5.2.3
Section sec_5.2.4
Section sec_5.3
Section sec_6
Section sec_7
Section sec_7.1
Section sec_7.2
Section sec_7.3
Section sec_7.3.1
Section sec_7.3.2
Section sec_7.3.3
Section sec_7.4
Section sec_8
Section sec_8.1
Section sec_8.2
Section sec_8.2.1
Section sec_8.2.2
Section sec_8.3
Section sec_8.3.1
Section sec_8.3.2
Section sec_8.3.3
Section sec_9
Section sec_9.1
Section sec_9.1.1
Section sec_9.1.2
Section sec_9.1.3
Section sec_9.2
Section sec_9.2.1
Section sec_9.2.2
Section sec_9.2.3
Section sec_9.3
Section sec_9.3.1
Section sec_9.3.2
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Design basics
4.1 General
4.2 Design methodology
5 Properties of materials
5.1 Properties of concrete and steel
5.2 Properties of FRP materials
5.3 Resins
6 Structural analysis
7 Serviceability limit states
7.1 General
7.2 Calculation of stress and strain
7.3 Cracking
7.4 Deflections
8 Ultimate limit states
8.1 General
8.2 Axial and flexural capacity
8.3 Shear capacity
9 General structural details
9.1 FRP reinforcements/tendons
9.2 Externally bonded FRP sheets/plates
9.3 Near-surface mounted FRP reinforcement