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Flexural bending test

With regard to American practice, fatigue test is performed according to ASTM D 7460 (2010) or AASHTO T 321 (2011). The standard specifies one procedure/test method, the four-point flexural bending test on prismatic (beam) specimens. [Pg.382]

Repeated flexural bending test according to ASTM D 7460 (2010)... [Pg.387]

Besides the variation of the thermomechanical test set-up (e.g., cyclic, thermomechanical tests or three-point flexural bending tests) and the application of different types of programming and recovery modules as described in Table 2, the resulting... [Pg.125]

The static mechanical tests of most interest for FRC composites are flexural (bending) tests. To characterize the flexural behaviour of FRC, it is necessary... [Pg.194]

Tensile and flexural properties were studied with an Instron 4204 testing machine. Tensile tests were performed on the drawn strands at a test speed of 3 mm/ min, while three-point-bending tests (ISO 178) at a speed of 5 mm/min were applied to the injection molded specimens. Charpy impact strength was measured of the unnotched samples with a Zwick 5102 pendulum-type testing machine using a span of 70 mm. The specimens (4 X 10 X 112 mm) used for three-point-bending tests were also used for the impact tests. It should be noted that neither the tensile tests for the strands nor the impact tests were standard tests. The samples were conditioned for 88 h at 23°C (50% r.h,) before testing. [Pg.625]

Flexural strength is determined using beam-shaped specimens that are supported longways between two rollers. The load is then applied by either one or two rollers. These variants are called the three-point bend test and the four-point bend test, respectively. The stresses set up in the beam are complex and include compressive, shear and tensile forces. However, at the convex surface of the beam, where maximum tension exists, the material is in a state of pure tension (Berenbaum Brodie, 1959). The disadvantage of the method appears to be one of sensitivity to the condition of the surface, which is not surprising since the maximum tensile forces occur in the convex surface layer. [Pg.372]

ISO 178 2004 Plastics - Determination of flexural properties ISO 1209-1 1990 Cellular plastics, rigid - Flexural tests - Part 1 Bending test ISO 1209-2 1990 Cellular plastics, rigid - Flexural tests - Part 2 Determination of flexural properties... [Pg.172]

Figure 11 is a graph of initial bending strain vs. number of cycles-to-failure resulting from flexure fatigue tests for two of the recycled mixes... [Pg.217]

ISO 1209 - Part 1-90 Cellular Plastics, Rigid Flexural Tests —Part 1 Bending Test, First Edition, 6 pp... [Pg.448]

Extrudability, bulk density, flexural strength, modulus of elasticity, absorbed energy of specimens were examined. After bending tests, fractured surface was observed by SEM and porosity was measured. [Pg.116]

Bending test JIS A 1106 (Method of Test for Flexural Strength of Concrete). [Pg.162]

Flexural strength of core plates and sandwich plates were determined by three point bend test as shown in Fig. 2. The span was 150 mm. Deflection of the center of the span was measured with a laser displacement censor. Vertical movements of the plate on the supporting points were also measured with displacement transducers which were used to delete the rigid body displacement from the measured deflection. The applied load was measured with a load cell. Shear strength of core plates were determined by double shearing test as shown in Fig. 3. [Pg.196]

For the three-point bending test of the sixth plys laminate panels, the flexural strength of the PTFE / FP composite was about 2.9 times higher than that of the PTFE composite. Moreover, the flexural modulus of the PTFE / FP... [Pg.211]

Table III shows the flexural properties of RX-PTFE composite with an EB dose of 500 kGy and SX-PTFE composite (fluorinated-pitch 1.8 wt% additive) with an EB dose of 500 kGy. For the three-point bending test of the sixth plys laminate panels, the flexural strength of SX-PTFE composite was about 1.1 times higher than that of the RX-PTFE composite. The flexural modulus of SX-PTFE composite was about 1.3 times higher than that of RX-PTFE composite. It was found that the flexural properties of SX-PTFE were improved, compared with RX-PTFE composite. Table III shows the flexural properties of RX-PTFE composite with an EB dose of 500 kGy and SX-PTFE composite (fluorinated-pitch 1.8 wt% additive) with an EB dose of 500 kGy. For the three-point bending test of the sixth plys laminate panels, the flexural strength of SX-PTFE composite was about 1.1 times higher than that of the RX-PTFE composite. The flexural modulus of SX-PTFE composite was about 1.3 times higher than that of RX-PTFE composite. It was found that the flexural properties of SX-PTFE were improved, compared with RX-PTFE composite.
Flexural Stress - The maximum fiber stress in a specimen at a given strain in a bending test. The maximum fiber stress is a function of load, support span, and specimen width and depth. It depends on the method of load application relative to the... [Pg.529]

Flexural tests may be carried out in tensile or compression test machines. In standard tests, three-point bending test is preferred, although it develops maximum stress localized opposite the center point (support). If the material in this region is not representative of the whole, this may lead to some errors. Four-point test, offers equal stress distribution over the whole of the span between the inner two supports (points) and gives more realistic results for polymer blends (Figure 12.3). Expressions for the calculation of flexural strength and modulus for differently shaped specimens are given in Table 12.4. [Pg.867]

The crystal phases in the glass-ceramics were determined by XRD analysis. All instruments were precisely and identically set to ensure a high precision to obtain the integral peak area. The microstructure of the fresh fractured cross section of the glass-ceramics was observed by SEM. The thermal expansion coefficient (TEC) was calculated from room temperature to 500 °C at a heating rate of 5°C/min in the dilatometry analyser (NETZSCH, DIL402PC). The flexural strength was determined in a 3-point bend test at a constant strain ratio of 0.5mm/min. [Pg.126]

Commercial DMA instruments vary in their design. One commercial instrument is shown in Fig. 16.36, set up for a three-point bend test under dynamic load. A different commercial instrument schematic. Fig. 16.37 shows a sample clamped between two arms that are free to move about the pivot points [Fig. 16.37(a)] the electromagnetic drive and arm/ sample assembly are shown in Fig. 16.37(b). The electromagnetic motor oscillates the arm/sample system and drives the arm/sample system to a preselected amplitude (strain). The sample undergoes a flexural deformation as seen in Fig. 16.37(a). An LVDT on the driver arm measures the sample s response to the applied stress, calculates the modulus (stiffness) and the damping properties (energy dissipation) of the material. [Pg.1043]

The UFS test is useful screening method, since if seripus compressive weakness is present it will become obvious from failure of the tensile face in three point bend test. In this test a span-depth-ratio of 40 1 ensure true flexural failure and minimese the effect of shear stress and traverse crushing by loading envill. The dimension of specimen according to ASTM D-790 as illustrated in figure 2. [Pg.642]

Experimental creep data for ceramics have been obtained using mainly flexural or uniaxial compression loading modes. Both approaches can present some important difficulties in the interpretation of the data. For example, in uniaxial compression it is very difficult to perform a test without the presence of friction between the sample and the loading rams. This effect causes specimens to barrel and leads to the presence of a non-uniform stress field. As mentioned in Section 4.3, the bend test is statically indeterminate. Thus, the actual stress distribution depends on the (unknown) deformation behavior of the material. Some experimental approaches have been suggested for dealing with this problem. Unfortunately, the situation can become even more intractable if asymmetric creep occurs. This effect will lead to a shift in the neutral axis during deformation. It is now recommended that creep data be obtained in uniaxial tension and more workers are taking this approach. [Pg.204]

The fracture behavior of brittle substances is frequently tested by flexural strength tests (Figure 11-19). In a flexural strength test, the body is loaded slowly with a continually increasing force. For this, the test sample is either supported at two points or else clamped at one point. The flexural strength is an indication of the capacity of a body to change its form. Soft bodies can bend so much that the sample slips from the support. [Pg.458]


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