An improved semi-circular bend specimen for investigating mixed mode brittle fracture
Introduction
The presence of flaws and cracks are very often inevitable in engineering structures and components. The cracks can be generated during the manufacturing processes or due to cyclic loading or environmental causes, etc. Pure mode I and pure mode II are two modes of deformation that take place for a cracked component subjected to in-plane loading. In practical situations, the cracked structures sometimes experience mixed mode loading, i.e. a combination of mode I and II. Mixed mode brittle fracture is one of the common types of mechanical failure in cracked components made of brittle or quasi-brittle materials. Therefore, it is important to investigate the structural integrity of cracked components under mixed mode loading.
Several theoretical and experimental methods have been suggested by researchers for exploring mixed mode brittle fracture. While the experimental fracture studies on real components are often expensive and difficult, researchers prefer to conduct their experiments on laboratory specimens. However, appropriate fracture criteria are also required to correlate the experimental results obtained from the simple laboratory specimens to the fracture event in cracked structures under their complex service loading conditions. In order to validate a fracture criterion, researchers have to conduct a series of experiments on appropriate test materials by using suitable test specimens. PMMA (polymethylmethacrylate or Perspex) has been recognized as a favorite model material for conducting brittle fracture experiments. The brittle type of fracture at room temperature, the convenience of machining and introducing a sharp crack and the optical transparency (which allows direct observation of fracture path) are among the advantages of PMMA in brittle fracture experiments.
In addition to the choice of test material, a valid fracture test requires an appropriate test configuration. For mixed mode fracture experiments, a suitable test configuration should have simple geometry and loading condition, inexpensive preparation procedure, convenience of testing set up and also the ability of introducing complete combinations of mode I and mode II. Some of the test configurations proposed in literature for investigating mixed mode I/II fracture are briefly described here. Erdogan and Sih [1], Williams and Ewing [2] and Theocaris [3] used a rectangular plate containing an inclined center crack and subjected to a uniform far field tension in their mixed mode fracture studies. The asymmetrically loaded three or four-point bend specimens were also employed by researchers for investigating mixed mode brittle fracture [4], [5], [6], [7], [8], [9], [10], [11]. Disc type specimens including the centrally cracked Brazilian disk (BD) specimen and the semi-circular bend (SCB) specimen have been frequently employed for determining the mixed mode fracture resistance of various engineering materials such as rocks and PMMA [12], [13], [14], [15], [16], [17], [18], [19], [20]. The compact tension-shear specimen [21], [22], [23] is another configuration used for mixed mode fracture experiments. Ewing et al. [24] also made use of the inclined edge-crack plates subjected to far field tension and bending to study mixed mode fracture in PMMA. More recently Ayatollahi and Aliha [25] proposed a diagonally loaded square plate containing an inclined center crack for investigating mixed mode fracture behavior. In the above-mentioned studies, brittle fracture experiments have been conducted either on PMMA or other brittle or quasi-brittle materials like ceramics and rocks. However, some of these specimens have certain shortcomings. For example, some of the mixed mode test configurations are able to provide only limited mode mixities or require complicated loading fixtures.
The specimens of circular or semi-circular shape are very suitable for fracture testing on rock or asphalt materials because they can be easily cut from cylindrical cores which are traditionally prepared from such materials. However, as elaborated in the next section, the classical SCB specimen has certain shortcomings for mixed mode fracture experiments. Therefore, a modified SCB test specimen is proposed in this paper to overcome the previous weaknesses. In the forthcoming sections, the suggested specimen is described and then its capabilities and advantages are investigated by means of finite element analysis and also through some fracture tests conducted on PMMA.
Section snippets
New test configuration
The classical semi-circular bend (SCB) specimen shown in Fig. 1a has been used by several researchers in the past for investigating mixed mode fracture in brittle materials, e.g. [16], [17], [18], [19], [20]. The SCB specimen that contains an angled crack is subjected to three-point bending. The two bottom supports in this specimen are always of the same distance from the direction of top load. In order to control the relative combination of mode I and mode II in the classical SCB specimen, one
Numerical analysis
The stress intensity factors KI and KII for the ASCB specimen are functions of the crack length (a) and the locations of loading supports defined by S1 and S2 and can be written as:where t is the specimen thickness and YI and YII are the geometry factors corresponding to mode I and mode II, respectively. For calculating YI and YII, different finite element models of the ASCB specimen were analyzed using the finite element code ABAQUS. Fig. 2
Mixed mode fracture tests
In order to investigate the practical applicability of the ASCB specimen, a series of mixed mode fracture tests were conducted on PMMA. A total number of 30 ASCB specimens were manufactured from a PMMA sheet of 6 mm thickness. The dimensions of the produced specimens were chosen as: R = 60 mm, a = 20 mm and t = 6 mm. Thus the crack length ratio a/R was equal to in the test samples. For creating the cracks, first a very thin fret saw blade of thickness 0.4 mm was used to generate a notch with the initial
Experimental results
The results for mixed mode fracture resistance of brittle materials are usually presented in a normalized form as KII/KIc versus KI/KIc where KIc is a material constant called the pure mode I fracture toughness. The average value of mode I fracture toughness KIc obtained from the symmetrically loaded ASCB specimens (i.e. S1 = S2 = 40 mm) was 1.51 MPa (see the results presented in Table 1). This figure is in the range of 1–2 MPa reported in previous papers for fracture toughness of PMMA [9], [18],
Conclusions
- 1.
A new test configuration called the asymmetric semi-circular bend (ASCB) specimen was suggested for mixed mode I/II fracture experiments on brittle materials.
- 2.
The simple geometry and loading set up, the ease of generating a crack in the specimen, and the ability of introducing full combinations of mode I and mode II are the main advantages of the ASCB specimen.
- 3.
The experimental results obtained from mixed mode fracture tests on PMMA using the ASCB specimens were in very good agreement with the
References (38)
A higher-order approximation for the T criterion of fracture in biaxial fields
Engng Fract Mech
(1984)- et al.
Fracture tests for ceramics under mode-I, mode-II and mixed-mode loading
J Eur Cer Soc
(1995) - et al.
Fracture behavior under mixed-mode loading of ceramic plasma-sprayed thermal barrier coatings at ambient and elevated temperatures
Engng Fract Mech
(2005) - et al.
Mixed-mode fracture in biaxial stress state: application of the diametral-compression (Brazilian disk) test
Engng Fract Mech
(1987) - et al.
Measurement of rock fracture toughness under modes I and II and mixed–mode conditions by using disc-type specimen
Engng Geol
(2002) - et al.
Fracture testing of a soft rock with semi-circular specimens under three-point bending, part 2 – mixed mode
Int J Rock Mech Min Sci Geomech Abstr
(1994) - et al.
Mixed mode brittle fracture in PMMA – an experimental study using SCB specimens
Mater Sci Engng A
(2006) - et al.
Fracture toughness of a soft sandstone
Int J Rock Mech Mining Sci
(1998) - et al.
Analysis of a new specimen for mixed mode fracture tests on brittle materials
Engng Fract Mech
(2009) - et al.
Stress intensity factors for semi-circular specimens under three-point bending
Engng Fract Mech
(1993)
Fracture toughness determination of layered materials
Engng Fract Mech
The effect of stress concentrations on the fracture strength of Polymethylmethacrylate
Mater Sci Engng-A
Geometry effects on fracture behavior of polymethyl methacrylate
Mater Sci Engng-A
Brittle fracture in rounded-tip V-shaped notches
Mater Des
Determination of mode II fracture toughness for U-shaped notches using Brazilian disc specimen
Int J Sol Struct
On the crack extension in plates under plane loading and transverse shear
J Basic Engng Trans ASME
Fracture under complex stress – the angled crack problem
Int J Fracture
Crack growth in a mixed-mode loading on marble beams under three point bending
Int J Fracture
Mixed-mode fracture toughness of ceramic materials
J Am Ceram Soc
Cited by (264)
Laboratory investigation on the fracture toughness (Mode I) and durability properties of eco-friendly cement emulsified asphalt mortar (CRTS II) exposed to acid attack
2024, Case Studies in Construction MaterialsCracking resistance of crumb rubber modified green asphalt mixtures, using calcium carbonate nanoparticles and two by-product wax-based warm mix additives
2024, Construction and Building MaterialsExperimental study on the fracture characteristics of sandstone under asymmetric load by using a semi-circular bending specimen
2024, Theoretical and Applied Fracture MechanicsFracture analysis of Brazilian circular hole disk under mixed mode loading
2024, Engineering Fracture MechanicsEffect of support friction on pure mode I, II, and III fracture toughness of cement concrete tested with edge-notched disc bend specimen
2024, Theoretical and Applied Fracture MechanicsInvestigation of dynamic three–point bending fracture properties of SCB sandstone
2024, Theoretical and Applied Fracture Mechanics