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Flexural modulus


Determination methods

The flexural modulus Ef is usually determined in a three-point or four-point bending test under quasi-static loading [1–3] on plastics or short-fibre reinforced or filled plastic composites. The test on rigid and semi-rigid plastics, i.e. thermoplastic moulding compounds or extrusion and casting compounds, is carried out in accordance with ISO 178 [2] in a three-point bending test.

For fibre-reinforced plastics, the three-point or four-point bending test (method A or B) according to ISO 14125 [3] can be used. However, the flexural modulus can also be determined as a complex modulus under dynamic loading (see: dynamic-mechanical analysis (DMA) – bend loading).

Definition of the flexural modulus

The determination of the modulus of elasticity under quasi-static bend loading in polymer testing does not differ in principle from other mechanical stress, such as in tensile testing or compression testing. The modulus of elasticity is determined in the linear elastic and linear-viscoelastic deformation range as the secant modulus between 0.05 and 0.25 % peripheral fibre strain (see also: elastic modulus – examples and material values), whereby the test speed can be identical to that of the actual bending test (Fig. 1). In analogy to the tensile test, however, different test speeds can also be used to determine the modulus of elasticity and the bending properties, whereby the switchover point of the test speeds must then be above 0.25 % peripheral fibre strain. The general calculation of the flexural modulus Ef is carried out according to Eq. (1), but in the specific metrological case, the geometric conditions and the measurement location must be taken into account.

(1)

Fig. 1: Determination of the secant modulus in three-point and four-point bend tests

Metrological Determination of the flexural modulus

To determine the flexural modulus Ef, the quasi-static polymer testing under flexural stress of the three-point or four-point flexural test is used with a material testing machine. When applying the ISO 178 standard, only the three-point flexural test is specified, whereby the measurement of the centre deflection is generally used here. In the case of the bending test, the traverse path measurement (Fig. 2a) can be used to determine the centre deflection (Eq. 2), whereas a centrally positioned extensometer must be used to determine the flexural modulus (Fig. 2b). In this equation, Iy is the minimum axial moment of inertia (see: bend test) of the prismatic test specimen.

(2)

Since the reference point for the deflection measurement is identical for both the traverse path measurement (see also: tensile test and compression test) and when using a centre sensor (support of the bending fins), the calculation Eq. (3) is the same for both measurement cases.

(3)

Fig. 2: Determination of the flexural modulus in a three-point bending test: (a) by measuring the traverse path and (b) using a extensometer

The advantage of the extensometer lies in the fact that the penetration of the bending fin into the surface of the test specimen is not recorded, which means that the bending modulus is slightly higher (up to approx. 10 %) compared to traverse path measurement. Such bending sensors are commercially available from ZwickRoell GmbH & Co. KG, Ulm, and formerly Instron Deutschland GmbH, Pfungstadt (Fig. 3).

In conjunction with the Multisens transducer from ZwickRoell, adapters for use in compression tests and bending tests are also available in addition to the extensometers for tensile tests (see: tensile test, path measurement technique). The central sensor can be used to measure the compressive modulus, but also to record the centre deflection for determining the flexural modulus in three- and four-point bending tests (see: Fig. 2b). If the penetration of the supports in the bending test is not to be recorded in the measurement signal, so-called fork sensors can be used as an alternative, which generate a differential measurement signal between the forks and the central sensor. Due to the fact that this measurement signal is significantly smaller than, for example, the traverse path, high-resolution measurement techniques must be used here (Fig. 4).

Fig. 3: Extensometer for mid-span deflection (a) Deflectometer W-E401-H from Fa. Instron Deutschland GmbH, Pfungstadt, and (b) bending sensor BTC-EXOMFL.H01 from Fa. ZwickRoell GmbH & Co. KG, Ulm

Fig. 4: Application of (a) fork gauges in three-point bending tests and (b) fork gauges for the Multisens transducer from Fa. ZwickRoell GmbH & Co. KG, Ulm

The deflection depends on the geometric dimensions of the fork sensor and is calculated according to Eq. (4). The calculation of the flexural modulus using fork sensors, which is often not included in the test software of the test machine manufacturer, can be programmed and evaluated using external software according to Eq. (5).

(4)
(5)

When determining the flexural modulus in the four-point bending test, there are various measurement variants that place different demands on the measurement technology. The simplest options here are also to use the traverse path (Fig. 5a) and to measure the centre deflection in analogy to the three-point bending test (Fig. 5b).

Fig. 5: Application of (a) mid-span deflection in four-point bending test and (b) traverse path measurement

In the case of four-point bending, the bending modulus is obtained from the relative movement between the supports (see: support distance) and an extensometer attached centrally, using the mid-span deflection s (Fig. 5a) according to Eq. (6).

(6)

With the traverse path s (Fig. 5b), in the case of four-point bending, the bending modulus is calculated as the path difference between the fixed bending beam and the supports according to Eq. (7).

(7)

Fig. 6: Application of (a) fork gauges in three-point bending tests and (b) Multisens fork gauges from ZwickRoell

The flexural modulus is calculated here from the difference s between the centre of the reference or flexural beam and the traverse movement according to Fig. 6a using Eq. (8), thereby avoiding influences on the deflection due to HERTZIAN pressure and penetration at the supports.

(8)

The relative distance s between the centre of the reference beam system or loosely mounted fork sensors and the centre of the test specimen within the bending beam gives the bending modulus according to Fig. 6b and Eq. (9). With this type of measuring system, influences on the deflection due to pressure on the supports and the test stamp can be avoided, although this requires a high-resolution measuring system.

Characteristic values of the three-point bending test

A comprehensive literature analysis of flexural moduli and flexural strengths for numerous plastics is contained in [4], from which the characteristic values for selected materials are shown in Table 1. Due to the importance of the materials, only unreinforced plastics and plastics with a 30 M.-% filler or reinforcement content were included in this list, which were generally determined by measuring the traverse path at room temperature.

Table 1: Characteristic values of the bend test for technical plastics according to [4]
material groupe modification Ef (MPa) σfM (MPa)
ABS 1373 – 3792 47.1 – 95.1
ABS + 30 M.-% GF 6067 – 9400 86.9 – 162
ABS + 30 M.-% CF 16547 179
ABS / PBT + 30 M.-% GF 8205 – 10100 147 – 186
ABS / PC + 30 M.-% GF 7505 – 8136 137 – 167
ASA 1344 – 3000 38.6 – 84.8
PA 11 PA 11 300 – 1241 51.7 – 75.8
PA 12 345 – 2068 20.0 – 98.6
PA 12 + 30 M.-% GF 5516 – 7100 150 – 185
PA 612 1724 – 2758 82.7 – 96.5
PA 6 PA 6 (normfeucht) 380 – 1400 75.8 – 127
PA 6 + 30 M.-% GF (normfeucht) 2600 – 5600 192 – 200
PA 6 + 30 M.-% GB (normfeucht) 1400 – 4482 100 – 138
PA 6 + 30 M.-% MF (normfeucht) 4000 – 5396 98.1 – 124
PA 6 + 30 M.-% CF (normfeucht) 14000 – 17237 310
PAEK 17000 130
PBI 6500 220
PBT 1900 – 2760 62.1 – 101
PBT + 30 M.-% GF 6343 – 11500 150 – 225
PBT + 30 M.-% MF 3500 – 4500 90.0 – 110
PC 1889 – 2786 71.7 – 114
PC + 30 M.-% GF 6180 – 8900 147 – 220
PC + 30 M.-% CF 15900 – 16200 207 – 241
PE-HD 689 – 1655 25.5 – 32.4
PE-LD 69.0 – 621 7.0 – 15.2
PE-LLD 207 – 827 -
PE-MD 345 – 900 -
PE-UHMW 276 – 923 41.4
PEEK 2758 – 4300 103 – 170
PEEK + 30 M.-% GF 8963 – 12000 221 – 261
PEI 2900 – 3447 89.6 – 165
PEK 4200 - 6205 207
PET 1090 – 2758 79.3 – 82.7
PET + 30 M.-% GF 6965 – 11928 123 – 240
PMMA 1200 – 3654 46.2 – 121
PMMA + 30 M.-% GF 6481 106
POM 1471 – 3150 52,0 – 95,1
POM + 30 M.-% GF 6890 – 9000 121
POM + 30 M.-% GB 1900 – 3170 62.1
PP 1500 – 2462 -
PP + 30 M.-% GF 4975 – 7001 136 – 157
PP + 30 M.-% T 2340 – 3900 38.6 – 55.2
PP + 30 M.-% MF 2300 – 3700 40.2 – 54.9
PP + 30 M.-% GB 1290 – 1600 -
PP + 30 M.-% CaCO3 1896 – 2800 32.4 – 45.0
PS 1724 – 3447 37.9 – 75.8
PVC 1810 – 3378 33.0 – 93.1
PVC + 30 M.-% GF 7930 – 9310 145 – 159
PVDF 413 – 3309 48.3 – 94.1
PVDF + 30 M.-% GF 6300 85.0
SAN 3447 – 3792 103 – 135
TPC 196 – 3330 66,2 – 71,7
TPO 83,0 – 1569 15.2 – 43.4
TPU 345 – 750 9.0 – 14.5
TPU + 30 M.-% GF 2175 15.2
TPZ 689 6.2
GF: glass fibres, GB: glassballs, MF: mineral fibres, MX: unspecified mineral filling, GX: unspecified glass filling

See also


References

[1] Bierögel, C.: Bend Test on Polymers. In: Grellmann, W., Seidler, S. (Eds.): Polymer Testing. Carl Hanser Munich (2022) 3rd Edition, pp. 133–143 (ISBN 978-1-56990-806-8; see AMK-Library under A 22)
[2] ISO 178 (2019-04): Plastics – Determination of Flexural Properties
[3] ISO 14125 (1998-03): Fiber-reinforced Plastic Composites – Determination of Flexural Properties (ISO 14125 Technical Corrigendum 1: 2001-07; ISO 14125 AMD 1: 2011-02)
[4] Bierögel, C., Grellmann, W.]: Bend Loading. In: Grellmann, W., Seidler, S.: Mechanical and Thermomechanical Properties of Polymers. Landolt-Börnstein. Volume VIII/6A3, Springer, Berlin (2014) pp. 164–191, (ISBN 978-3-642-55165-9; see AMK-Library under A 16)