Fibre-reinforced plastic composites - Determination of laminate through-thickness properties - Part 1: Direct tension and compression tests

This document specifies methods for determining the through-thickness properties (i.e. strength, modulus of elasticity, Poisson’s ratio and strain-to-failure) of fibre-reinforced plastic composites using either rectangular prism and/or waisted block specimens. The methods are suitable for use with a variety of aligned and non-aligned, continuous, and discontinuous fibre formats, with both thermoset and thermoplastic matrices, ranging from 20 mm to 40 mm in thickness. Three specimen types are described in this document. These are: - Type I - fixed rectangular cross-section along length of specimen. It is the preferred specimen for determining elastic properties. - Type II - waisted rectangular cross-section, variable cross-section along length of specimen. It is only suitable for determining tensile strength values and is the preferred specimen for highly anisotropic and thermoplastic materials. - Type III - waisted rectangular cross-section, fixed cross-section along the gauge-length of specimen. It is used to provide both elastic and strength property data and is the preferred specimen for generating a full stress-strain response. Specimen types I and II are also suitable for use with unreinforced plastics but are unsuitable for use with rigid cellular materials and sandwich structures containing cellular materials. Two testing modes are covered: - Method A – Tension - Method B – Compression

Composites plastiques renforcés de fibres — Détermination des propriétés dans l'épaisseur d'un composite stratifié — Partie 1: Essais directs de traction et de compression

General Information

Status
Published
Publication Date
23-Jan-2023
Current Stage
6060 - International Standard published
Start Date
24-Jan-2023
Due Date
04-Jan-2023
Completion Date
24-Jan-2023
Ref Project

Overview

ISO 20975-1:2023 specifies standardized methods for determining the through-thickness properties of fibre-reinforced plastic composites using direct tension and compression tests. The standard applies to laminates with thermoset or thermoplastic matrices and a through-thickness range of 20 mm to 40 mm, and covers aligned and non-aligned, continuous and discontinuous fibre formats. It defines specimen types, test modes and data-expression procedures to measure strength, modulus of elasticity, Poisson’s ratio and strain-to-failure.

Key topics and technical requirements

  • Specimen types
    • Type I: Fixed rectangular cross-section along specimen length - preferred for determining elastic properties.
    • Type II: Waisted, variable cross-section - suitable only for tensile strength testing and preferred for highly anisotropic and thermoplastic materials.
    • Type III: Waisted with fixed gauge cross-section - used to obtain both elastic and strength data and ideal for full stress–strain response.
    • Note: Types I & II are suitable for unreinforced plastics but unsuitable for rigid cellular materials and sandwich structures containing cellular cores.
  • Testing modes
    • Method A - Tension
    • Method B - Compression
  • Measured properties
    • Tensile/compressive strength, modulus of elasticity (chord), Poisson’s ratio, and failure strain (strain-to-failure).
  • Apparatus and instrumentation
    • Calibrated uniaxial testing machines, load and strain indicators, strain gauges, micrometers and appropriate loading fixtures designed to minimize end effects and buckling.
  • Test controls and reporting
    • Conditioning and test atmosphere per referenced standards, data acquisition, failure-mode criteria, statistical treatment (confidence intervals, precision) and detailed test reporting requirements.
  • Design considerations
    • Specimen geometries and procedures are specified to reduce out-of-plane bending, end effects and Euler buckling, promoting failure away from ends for reliable through-thickness data.

Practical applications - who uses ISO 20975-1:2023

  • Composite materials test laboratories and OEM quality control teams conducting through-thickness qualification.
  • Design and structural engineers who need validated through-thickness strength and stiffness inputs for finite-element analysis and laminate design.
  • Manufacturers of aerospace, automotive, wind energy, marine and sporting goods components where out-of-plane laminate behavior is critical.
  • Certification bodies and R&D groups developing new fibre-reinforced plastics and comparing thermoset vs thermoplastic laminate performance.

Related standards

Common normative references used with ISO 20975-1 include:

  • ISO 291 (conditioning and testing atmospheres)
  • ISO 1268 (production of test plates)
  • ISO 2602 (statistical interpretation)
  • ISO 5893 (test equipment)
  • ISO 7500-1 (calibration of testing machines)

Using ISO 20975-1:2023 helps ensure consistent, reproducible through-thickness test data for laminate qualification, material selection and structural design.

Standard
ISO 20975-1:2023 - Fibre-reinforced plastic composites — Determination of laminate through-thickness properties — Part 1: Direct tension and compression tests Released:24. 01. 2023
English language
19 pages
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Frequently Asked Questions

ISO 20975-1:2023 is a standard published by the International Organization for Standardization (ISO). Its full title is "Fibre-reinforced plastic composites - Determination of laminate through-thickness properties - Part 1: Direct tension and compression tests". This standard covers: This document specifies methods for determining the through-thickness properties (i.e. strength, modulus of elasticity, Poisson’s ratio and strain-to-failure) of fibre-reinforced plastic composites using either rectangular prism and/or waisted block specimens. The methods are suitable for use with a variety of aligned and non-aligned, continuous, and discontinuous fibre formats, with both thermoset and thermoplastic matrices, ranging from 20 mm to 40 mm in thickness. Three specimen types are described in this document. These are: - Type I - fixed rectangular cross-section along length of specimen. It is the preferred specimen for determining elastic properties. - Type II - waisted rectangular cross-section, variable cross-section along length of specimen. It is only suitable for determining tensile strength values and is the preferred specimen for highly anisotropic and thermoplastic materials. - Type III - waisted rectangular cross-section, fixed cross-section along the gauge-length of specimen. It is used to provide both elastic and strength property data and is the preferred specimen for generating a full stress-strain response. Specimen types I and II are also suitable for use with unreinforced plastics but are unsuitable for use with rigid cellular materials and sandwich structures containing cellular materials. Two testing modes are covered: - Method A – Tension - Method B – Compression

This document specifies methods for determining the through-thickness properties (i.e. strength, modulus of elasticity, Poisson’s ratio and strain-to-failure) of fibre-reinforced plastic composites using either rectangular prism and/or waisted block specimens. The methods are suitable for use with a variety of aligned and non-aligned, continuous, and discontinuous fibre formats, with both thermoset and thermoplastic matrices, ranging from 20 mm to 40 mm in thickness. Three specimen types are described in this document. These are: - Type I - fixed rectangular cross-section along length of specimen. It is the preferred specimen for determining elastic properties. - Type II - waisted rectangular cross-section, variable cross-section along length of specimen. It is only suitable for determining tensile strength values and is the preferred specimen for highly anisotropic and thermoplastic materials. - Type III - waisted rectangular cross-section, fixed cross-section along the gauge-length of specimen. It is used to provide both elastic and strength property data and is the preferred specimen for generating a full stress-strain response. Specimen types I and II are also suitable for use with unreinforced plastics but are unsuitable for use with rigid cellular materials and sandwich structures containing cellular materials. Two testing modes are covered: - Method A – Tension - Method B – Compression

ISO 20975-1:2023 is classified under the following ICS (International Classification for Standards) categories: 83.120 - Reinforced plastics. The ICS classification helps identify the subject area and facilitates finding related standards.

You can purchase ISO 20975-1:2023 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of ISO standards.

Standards Content (Sample)


INTERNATIONAL ISO
STANDARD 20975-1
First edition
2023-01
Fibre-reinforced plastic composites —
Determination of laminate through-
thickness properties —
Part 1:
Direct tension and compression tests
Composites plastiques renforcés de fibres — Détermination des
propriétés dans l'épaisseur d'un composite stratifié —
Partie 1: Essais directs de traction et de compression
Reference number
© ISO 2023
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting on
the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address below
or ISO’s member body in the country of the requester.
ISO copyright office
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: +41 22 749 01 11
Email: copyright@iso.org
Website: www.iso.org
Published in Switzerland
ii
Contents Page
Foreword .v
Introduction . vi
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 2
4 Principle . 4
5 Apparatus . 4
5.1 Test machine . 4
5.1.1 General . 4
5.1.2 Indicators for load and strain . 5
5.2 Strain gauges and strain acquisition . 5
5.3 Micrometer . 5
5.4 Loading fixtures . 5
5.4.1 General . 5
5.4.2 Method A - Tension loading . . 5
5.4.3 Method B - Compression loading . 5
6 Test specimens . 6
6.1 Shape and dimensions . 6
6.1.1 Type I specimens . 6
6.1.2 Type II specimens . 7
6.1.3 Type III specimens . 8
6.1.4 Non-standard test specimens . 9
6.2 Preparation of test specimens . 10
6.2.1 General . 10
6.2.2 Parallelism . 10
6.2.3 Application of end-loading blocks for Method A — Tension only . 10
6.3 Checking . 10
7 Test specimens .10
8 Conditioning .11
9 Test procedure .11
9.1 Test atmosphere . 11
9.2 Specimen dimensions . 11
9.3 Specimen preparation Method A — Tension only . 11
9.4 Strain recording . 11
9.5 Specimen alignment. 11
9.5.1 Method A – Tension . 11
9.5.2 Method B – Compression .12
9.6 Testing speed, v .12
9.7 Data collection .12
9.8 Maximum load .12
9.9 Failure mode .12
9.10 Test acceptance .12
10 Expression of results .12
10.1 Method A — Tension .12
10.1.1 Tensile strength .12
10.1.2 Modulus of elasticity (chord) in tension . 13
10.1.3 Tensile failure strain . 14
10.2 Method B — Compression . 14
10.2.1 Compressive strength . 14
10.2.2 Modulus of elasticity (chord) in compression . 15
iii
10.2.3 Compressive failure strain . 15
10.3 Poisson’s ratio – Methods A and B . 15
10.4 Statistical analysis . 16
11 Precision .16
12 Test report .16
Annex A (informative) Precision data .17
Bibliography .19
iv
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out
through ISO technical committees. Each member body interested in a subject for which a technical
committee has been established has the right to be represented on that committee. International
organizations, governmental and non-governmental, in liaison with ISO, also take part in the work.
ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of
electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are
described in the ISO/IEC Directives, Part 1. In particular, the different approval criteria needed for the
different types of ISO documents should be noted. This document was drafted in accordance with the
editorial rules of the ISO/IEC Directives, Part 2 (see www.iso.org/directives).
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of
any patent rights identified during the development of the document will be in the Introduction and/or
on the ISO list of patent declarations received (see www.iso.org/patents).
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation of the voluntary nature of standards, the meaning of ISO specific terms and
expressions related to conformity assessment, as well as information about ISO's adherence to
the World Trade Organization (WTO) principles in the Technical Barriers to Trade (TBT), see
www.iso.org/iso/foreword.html.
This document was prepared by Technical Committee ISO/TC 61, Plastics, Subcommittee SC 13,
Composites and reinforcement fibres.
A list of all parts in the ISO 20975 series can be found on the ISO website.
Any feedback or questions on this document should be directed to the user’s national standards body. A
complete listing of these bodies can be found at www.iso.org/members.html.
v
Introduction
Through-thickness properties and the methods specified in this document for their measurement are of
interest for engineering specifications and design use. The test geometries recommended are suitable
for testing thermoset and thermoplastic-based fibre-reinforced composites, although some materials
can be difficult to bond to the loading bars when loaded in tension. A through-thickness dimension of
40 mm is recommended.
For the tension method, consideration has been given to the possibility of out-of-plane bending and
end effects influencing the measured tensile properties. Specimen geometries have therefore been
specified on the basis of minimising these effects, promoting failure away from the specimen ends (i.e.
type II and III) and ease of handling (i.e. machining and testing).
For the compression method, consideration has been given to the possibility of Euler buckling and end
effects influencing the measured compressive properties. Specimen geometries have therefore been
specified on the basis of minimising these effects, promoting failure away from the specimen ends (i.e.
type III) and ease of handling (i.e. machining and testing).
vi
INTERNATIONAL STANDARD ISO 20975-1:2023(E)
Fibre-reinforced plastic composites — Determination of
laminate through-thickness properties —
Part 1:
Direct tension and compression tests
1 Scope
This document specifies methods for determining the through-thickness properties (i.e. strength,
modulus of elasticity, Poisson’s ratio and strain-to-failure) of fibre-reinforced plastic composites using
either rectangular prism and/or waisted block specimens. The methods are suitable for use with a
variety of aligned and non-aligned, continuous, and discontinuous fibre formats, with both thermoset
and thermoplastic matrices, ranging from 20 mm to 40 mm in thickness.
Three specimen types are described in this document. These are:
— Type I - fixed rectangular cross-section along length of specimen. It is the preferred specimen for
determining elastic properties.
— Type II - waisted rectangular cross-section, variable cross-section along length of specimen. It
is only suitable for determining tensile strength values and is the preferred specimen for highly
anisotropic and thermoplastic materials.
— Type III - waisted rectangular cross-section, fixed cross-section along the gauge-length of specimen.
It is used to provide both elastic and strength property data and is the preferred specimen for
generating a full stress-strain response.
Specimen types I and II are also suitable for use with unreinforced plastics but are unsuitable for use
with rigid cellular materials and sandwich structures containing cellular materials.
Two testing modes are covered:
— Method A – Tension
— Method B – Compression
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.
ISO 291, Plastics — Standard atmospheres for conditioning and testing
ISO 1268 (all parts), Fibre-reinforced plastics — Methods of producing test plates
ISO 2602, Statistical interpretation of test results — Estimation of the mean — Confidence interval
ISO 5893, Rubber and plastics test equipment — Tensile, flexural and compression types (constant rate of
traverse) — Specification
ISO 7500-1, Metallic materials — Calibration and verification of static uniaxial testing machines — Part 1:
Tension/compression testing machines — Calibration and verification of the force-measuring system
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https:// www .iso .org/ obp
— IEC Electropedia: available at https:// www .electropedia .org/
3.1
tensile stress
σ
33T
tensile force, carried by the test specimen at any particular moment, divided by the initial cross-
sectional area of the specimen at the specimen mid-length
Note 1 to entry: It is expressed in megapascals, MPa.
3.2
tensile failure stress or strength
σ
33TM
tensile stress (3.1) at the moment of failure, or when the load reaches a maximum value
Note 1 to entry: It is expressed in megapascals, MPa.
3.3
tensile failure strain
ε
33TM
through-thickness strain at the tensile failure stress or strength, σ (3.2)
33TM
Note 1 to entry: It is expressed as a dimensionless ratio or in percent, %.
3.4
modulus of elasticity (chord) in tension
E
33T
chord modulus obtained from the ratio of the stress difference (σ” minus σ') and the corresponding
strain difference (ε” = 0,002 5 minus ε' = 0,000 5)
Note 1 to entry: It is expressed in megapascals, MPa.
Note 2 to entry: A ratio of the stress difference (σ” minus σ') and the corresponding strain difference (ε” minus
ε') may be used if failure strain, ε , is less than 0,002 5. Where this is the case, ε”, and the corresponding value
33TM
of σ”, should be taken as the maximum values of strain and stress, respectively, in the linear region of the stress-
strain response.
3.5
compressive stress
σ
33C
compressive force, carried by the test specimen at any particular moment, divided by the initial cross-
sectional area of the specimen at the specimen mid-length
Note 1 to entry: It is expressed in megapascals, MPa.
3.6
compressive failure stress or strength
σ
33CM
compressive stress (3.5) at the moment of failure, or when the compressive load reaches a maximum
value
Note 1 to entry: It is expressed in megapascals, MPa.
3.7
compressive failure strain
ε
33CM
through-thickness strain at the compressive failure stress or strength, σ (3.6)
33CM
Note 1 to entry: It is expressed as a dimensionless ratio or in percent, %.
3.8
modulus of elasticity (chord) in compression
E
33C
chord modulus obtained from the ratio of the stress difference (σ” minus σ') and the corresponding
strain difference (ε” = 0,002 5 minus ε' = 0,000 5),
Note 1 to entry: It is expressed in megapascals, MPa.
Note 2 to entry: A ratio of the stress difference (σ” minus σ') and the corresponding strain difference (ε” minus
ε') may be used if failure strain, ε , is less than 0,002 5. Where this is the case, ε”, and the corresponding value
33CM
of σ”, should be taken as the maximum values of strain and stress, respectively, in the linear region of the stress-
strain response.
3.9
Poisson’s ratio
ν
negative ratio of the strain, ε , in one of the two axes normal to the direction of loading, to the
n
corresponding strain ε, in the direction of loading, within the initial linear portion of the longitudinal
versus normal strain curve
Note 1 to entry: It is expressed as a dimensionless ratio.
3.10
specimen coordinate axes
1, 2, 3
coordinate axes for the material with the fibres preferentially aligned in one direction
Note 1 to entry: The direction parallel with the fibre axes is defined as the “1” direction, the direction
perpendicular and in the same plane as the “2” direction, and the direction perpendicular to the 1-2 plane as the
“3” direction. For other materials, the “1” direction is normally defined in terms of a feature associated with the
production process, such as the long direction for continuous sheet processes. The “2” direction is perpendicular
to the “1” direction in the same plane, and the “3” direction is perpendicular to the 1-2 plane. Results for
specimens cut parallel with the “3” direction are identified by the subscript “33” (e.g. E ). See Figure 1.
33T
Note 2 to entry: The “1” direction is also referred to as the 0 degree (0°) or longitudinal directional, the “2”
direction as the 90 degree (90°) or transverse direction, and the “3” direction as the through-thickness or out-of-
plane direction.
Note 3 to entry: The specimen height corresponds to the through-thickness or out-of-plane direction dimension.
Figure 1 — Aligned fibre-reinforced composite plate element showing specimen coordinate
axes
4 Principle
Test specimens are loaded along their major axis at constant speed in tension or compression until
the specimen fractures [for type II (tension only) and III specimens], or for type I specimens until the
specified strain limit or load is reached. The load and strain (or displacement) are measured depending
on the method used.
In tension, the specimens are end-loaded via two metallic (aluminium or stainless steel) loading bars,
adhesively bonded to the end of the specimen.
In compression, specimens are end-loaded between two hardened steel parallel platens. Failure of the
specimens (type III only) occurs in local shear.
The procedures are performed using specimens, which can be either machined from flat area
...

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記事タイトル:ISO 20975-1:2023 - 繊維強化プラスチック複合材料-ラミネートの厚さ方向の特性の決定- 第1部:直接的な引張りおよび圧縮試験 記事内容:この文書は、長方形のプリズムまたはウェイストブロック試験片を使用して、繊維強化プラスチック複合材料のラミネートの厚さ方向の特性(強度、弾性率、ポアソン比、破断ひずみ)を決定する方法を指定しています。この方法は、さまざまな方向性のあるおよび非方向性の連続および不連続繊維形状、サーモセットおよびサーモプラスチックマトリックスを使用した材料に適用できます。厚さ範囲は20 mmから40 mmです。この文書では、次の3種類の試験片が説明されています。 - タイプI - 試験片の長さに沿った固定された長方形断面。弾性特性を決定するのに適しています。 - タイプII - 試験片の長さに沿って可変断面を持つウェイストされた長方形断面。引張り強度の値を決定するのにのみ適しており、高度に異方性でサーモプラスチック材料に適しています。 - タイプIII - 試験片のゲージ長さに沿って固定されたウェイストされた長方形断面。弾性および強度の特性データを提供するために使用され、全体の応力-ひずみ応答を生成するのに適しています。 タイプIおよびIIの試験片は、非強化プラスチックにも使用できますが、剛体細胞材料およびセル材料を含むサンドイッチ構造には適していません。2つの試験モードがカバーされています。 - 方法A- 引張り - 方法B- 圧縮

ISO 20975-1:2023 is a standard that specifies methods for determining the through-thickness properties of fibre-reinforced plastic composites. This includes strength, modulus of elasticity, Poisson’s ratio, and strain-to-failure. The methods can be applied to various types of fibre formats and matrices and are applicable to composites with thicknesses ranging from 20 mm to 40 mm. The standard describes three types of specimens that can be used for testing. These include fixed rectangular cross-section specimens, waisted rectangular cross-section specimens with variable cross-sections, and waisted rectangular cross-section specimens with fixed cross-sections. Each specimen type has its own applications and suitability for different materials. The standard also covers two testing modes: tension and compression.

기사 제목: ISO 20975-1:2023 - 섬유 강화 플라스틱 복합재료 - 전방향 물성 결정 - 제1부: 직접 인장 및 압축 시험 기사 내용: 이 문서는 직사각 프리즘과/또는 웨이스티드 블록 시편을 사용하여 섬유 강화 플라스틱 복합재료의 전방향 물성(강도, 탄성 모듈러스, 포아송 비율 및 파단 변형률)를 결정하는 방법에 대해 기술한다. 이 방법은 정렬되고 정렬되지 않은 이음매 없는 지속적인 및 비연속적인 섬유 형태, 열가소성 및 열가소성 매트릭스로 제조된 다양한 재료에 사용할 수 있으며, 두께는 20mm에서 40mm 사이이다. 이 문서에서는 총 세 가지 시편 유형이 설명된다. 이는 다음과 같다. - 유형 I - 시편 길이를 따라 고정된 직사각 단면. 탄성 특성을 결정하는 데 적합한 시편이다. - 유형 II - 시편 길이에 따라 변동되는 웨이스티드 직사각 단면. 인장 강도 값을 결정하는 데만 적합하며, 고도로 이방성이고 열 가소성 재료에 적합한 시편이다. - 유형 III - 게이지 길이를 따라 고정된 웨이스티드 직사각 단면. 탄성과 강도 속성 데이터를 제공하는 데 사용되며, 전체 응력-변형 특성을 생성하는 데 적합한 시편이다. 유형 I 및 II 시편은 비강화 플라스틱에도 사용할 수 있지만, 강성 기질 및 세포 구조를 포함한 셈플러 구조물에는 적합하지 않다. 두 가지 시험 모드가 다루어진다. - 방법 A - 인장 - 방법 B - 압축