ISO 14484:2020 繊維強化ポリマー（FRP）材料を使用したコンクリート構造物の設計に関する性能ガイドライン | ページ 2

Foreword

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This document was prepared by Technical Committee ISO/TC 71, Concrete, reinforced concrete and pre-stressed concrete, Subcommittee SC 6, Non-traditional reinforcing materials for concrete structures.

This second edition cancels and replaces the first edition (ISO 14484:2013), which has been technically revised. The main changes compared to the previous edition are as follows:

• the scope of the document now extends from concrete structures with the sole use of FRP materials to those with the combined use of FRP materials and steel reinforcement;
• the compressive strength of FRP materials is now allowed to be accounted for in design; and
• the creep-rupture and fatigue limit states of FRP materials have been specified.

Introduction

Continuous fibre-reinforced polymer (FRP) materials are widely applied to concrete structures. FRP materials have many advantages, such as a high strength/weight ratio and immunity to corrosion. FRP materials are available in a variety of geometries, including rod, grid, plate, sheet, strand, etc.

This document describes the general performance requirements for concrete structures with the use of FRP materials. This document is an umbrella document with general provisions and guidelines and lists the regional consensus guidelines/standards that are deemed to satisfy this document. Regional guidelines/standards are generally more prescriptive in nature and vary somewhat from region to region.

This document is intended to provide wide latitude in terms of general requirements for performance verification and assessment of concrete structures with the use of FRP materials. It is meant to be used in conjunction with sound engineering judgment.

1 Scope

This document 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.

2 Normative references

The following documents are referred to in the text in such a way that some or all of their content constitutes requirements of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.

3 Terms and definitions

For the purposes of this document, the terms and definitions given in ISO 19338, ISO 10406-1, ISO 10406-2, and ISO 2394 and the following apply.

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