ISO 15310:1999
Fibre-reinforced plastic composites — Determination of the in-plane shear modulus by the plate twist method
Fibre-reinforced plastic composites — Determination of the in-plane shear modulus by the plate twist method
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 11
- Дата публикации:
- 16 декабря 1999 г.
- Издание:
- ISO IS 15310 edition 1 version 1
- ICS:
- 83.120
1.1 This International Standard specifies a method for determining the in-plane shear modulus (G12) of fibrereinforced plastic composites using a standard plate specimen. When applied to isotropic materials, the shear modulus measured is independent of direction. 1.2 The method is used to determine the shear modulus of the test specimens but not to determine the shear strength. It applies to a plate supported on two points on one diagonal and loaded on the other diagonal by the simultaneous movement of two loading points attached to a cross-beam. 1.3 The method is suitable for use with fibre-reinforced plastic composites with both thermoset and thermoplastic matrices. Due to the shear deformation being applied under flexural conditions, for laminated materials with different fibre formats and/or different orientations, the layers of material must be well distributed across the section so that it is approximately "homogeneous" in the through-thickness direction. The principal material axes, if present, must be orientated normal to the plate edges (see 3.8). NOTE This method can be applied to unreinforced polymers and other materials (e.g. metals, ceramics and metal- or ceramic-matrix composites). For material fabricated using unidirectional plies, the shear modulus obtained using a multidirectional specimen (i.e. 0°/90°/_ 45°) is not the same as that obtained for unidirectional or cross-ply (0°/90°) material. 1.4 The method is performed using specimens which may be moulded to the chosen dimensions, machined from test plates or machined from flat areas of products. 1.5 The method specifies preferred dimensions for the specimen. Tests which are carried out on specimens of other dimensions, or on specimens which are prepared under different conditions, may produce results which are not comparable. Other factors, such as the speed of testing and the conditioning of the specimens, can influence the results. Consequently, when comparative data are required, these factors must be carefully controlled and recorded. NOTE The stress-strain response in shear is very non-linear at higher strain levels. This test method determines the modulus within a low strain region and is not applicable to higher strains.
Abstract
Overview
ISO 15310:1999 specifies the plate twist method for determining the in‑plane shear modulus (G12) of fibre‑reinforced plastic composites. The method uses a square plate specimen supported on two points on one diagonal and loaded on the opposite diagonal by two loading points attached to a cross‑beam. It measures the low‑strain shear modulus (not shear strength) and is applicable to composites with thermoset or thermoplastic matrices, and can also be applied to unreinforced polymers and other materials when appropriate.
Key topics and technical requirements
- Measured property: in‑plane shear modulus G12 (expressed in GPa), determined between plate deflections of 0.1h and 0.3h (h = plate thickness).
- Specimen geometry: square, flat plates. Standard widths a′, a″ = 150 mm with thickness ranges specified (e.g., discontinuous/fabric/multidirectional ~4 ± 0.5 mm; unidirectional ~2 ± 0.5 mm). Span S is calculated as S = 0.95·D (D = diagonal length).
- Test arrangement: supports on two points on one diagonal, simultaneous loading on the other diagonal via a rigid cross‑beam (plate twist method). Support/loading point radius = 2.0 mm ± 0.2 mm.
- Test conditions: speed of testing 1 mm/min ± 20%; record load vs deflection and determine modulus from loads at w = 0.1h and w = 0.3h. Use geometric correction factor K (standard value K = 0.822 for S/D = 0.95; formula provided for other ratios).
- Limitations and preparation: determines modulus at low shear strains only (stress–strain is non‑linear at higher strains). Specimens must be flat, free of defects, and approximately homogeneous through the thickness; principal material axes (if present) must be normal to plate edges. Conditioning, specimen preparation and dimensions must be controlled for comparable data.
- Precision and statistics: test at least five specimens; compute mean, standard deviation, and confidence intervals per ISO 2602.
Applications and who uses it
- Materials and composites test laboratories performing shear characterization.
- R&D and design engineers needing G12 input for finite element models and laminate analysis.
- Quality control teams comparing batches or verifying material specifications.
- Manufacturers of fibre‑reinforced plastics (thermoset and thermoplastic) and suppliers validating laminate properties.
- Useful for benchmarking materials, validating lay‑up homogeneity, and supporting engineering design where in‑plane shear stiffness is critical (e.g., aerospace, automotive, sporting goods).
Related standards
Normative references cited in ISO 15310:1999 include:
- ISO 291 (conditioning)
- ISO 1268 (specimen preparation)
- ISO 2818 (machining specimens)
- ISO 5893 (test equipment)
- ISO 2602 (statistical interpretation)
Keywords: ISO 15310:1999, plate twist method, in‑plane shear modulus, G12, fibre‑reinforced plastic composites, shear testing, composite test standard.
Технические детали
- Технический комитет
- ISO/TC 61/SC 13 - Composites and reinforcement fibres
- SKU
- ISO 15310:1999
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