National Repository of Grey Literature 96 records found  beginprevious76 - 85nextend  jump to record: Search took 0.00 seconds. 
Evaluation of notch geometry effect on behaviour of fracture toughness testing specimen
Seitl, Stanislav ; Klusák, Jan ; Keršner, Z. ; Knésl, Zdeněk
The basic fracture properties of cement-based composite are ascertained on the basis of test evaluations of the specimens in suitable test configurations. Three-point bending specimens with a central starting notch are the most frequently used specimen for laboratory testing. Through models of equivalent elastic cracks the critical crack length and effective fracture toughness (or toughness) can be calculated. The influence of the geometry of the starting notch in a three-point bend specimen on the resulting values of critical applied force and fracture toughness is studied in this paper. To this end, a crack initiation at the notch tip is numerically simulated. It is shown that the values of fracture toughness obtained for specimens with larger widths of starting notch can be overestimated.
Fracture toughness of quasi-brittle specimens using three-point bending test: Correction with respect to notch width
Frantík, P. ; Keršner, Z. ; Klusák, Jan ; Seitl, Stanislav
The paper introduce the influence of the starting notch width on a crack growth in three-point bending specimens that are the most frequently used specimens for fracture laboratory testing, especially of quasi-brittle cement-based composites. There are analyses of three geometrically different configurations of the specimens. It is shown that the values of fracture toughness obtained from the tests of specimens with larger widths of the starting notch can be overestimated. Correction functions for selected testing configurations are presented.
INFLUENCE OF MATERIAL PARAMETERS ON POLZNOM USED FOR MODIFICATION PARIS LAW
Seitl, Stanislav
In this paper sensitivity analysis of the effect of material properties (particularly a yield stress and hardening exponent) on the polynomial function used at modification of the Paris-Erdogan law was performed. The modification, which is based on the two-parameter fracture mechanics, describes fatigue crack propagation using a size of the plastic zone. The stress field around a crack tip is described by two parameters – stress intensity factor K and T-stress. Dependency of the plastic zone size and the parameters K, T is then formulated by using the polynomial function, which is found out in the contribution. The finite element method together with the method of modified boundary layer for the numerical simulations was used. The results should lead to safer transmission of the data from laboratory specimens to real structures and their components.
Influence of the T-stress on Plastic zone shape and size for different form of specimens
Seitl, Stanislav
In framework of two-parameter fracture mechanics the shape and size of the plastic zone at the tip of a crack were studied. Analytical estimate of the size and shape of the plastic zone was made by substituting Mises yield criterion. For three different specimens (namely CCT-center cracked plate tension specimen, CT-compact tension specimen and 3PB-single edge cracked three point bending specimen) the numerical solution is calculated by using ANSYS. Numerical results are presented to show the influences of the T-stress on the plastic zone. Both solutions are compared and the effect of constraint on the plastic zone was discussed
View from statistics perspective on fatigue crack growth influenced by constraint effect
Seitl, Stanislav
The issue of the fatigue crack behavior is studied in connectivity on different levels of constraint. The constraint is quantified by using T-stress. The problems are studied on two different forms of specimen (Center cracked plate tension specimen and compact tension specimen) that have different values of T-stress for the same value of the stress intensity factor.
Assessment of T-stress values using finite element method
Seitl, Stanislav ; Hutař, Pavel ; Knésl, Zdeněk
The common used procedures for calculation values of T-stress are presented by using finite element method in this contribution. Such calculational procedures, that make possible to estimate T-stress by using comparison of analytical and numerical solution stress and strain near crack tip, are presented. The aim of contribution is provide survey these procedures and points to their advantages and disadvantage and in this way we intend to possible users the endeavourer orientation in this realm. Contribution is appended with practical examples of calculation of T-stress values.
Computation of the Q-parameter for a crack in the vicinity of an elastic-plastic material interface
Seitl, Stanislav
The different levels of a stress constraint are quantified by Q-parameter. The values of the Q-parameter are numerically estimated as a function of length of crack, material properties and with respect to bi-material interface. Corresponding calculations are performed by finite element method (ANSYS system).
TWO-PARAMETER DESCRIPTION OF CRACKS IN THE VICINITY OF INHOMOGENEITY
Seitl, Stanislav ; Knésl, Zdeněk
In case of two-parameter linear fracture mechanics a study of inhomogeneity influence on behaviour of short cracks is performed. The values of stress intensity factor (KI), T-stress and strain energy density (SED) are shown as a function of material constants of both components. The calculation of numerical values of mechanical parameters is accomplished by using finite element method ANSYS.
Assessments of the fatigue crack growth direction in threshold region by two parameter fracture mechanics
Seitl, Stanislav
In framework two-parameter fracture mechanics there is analysis of influence a parameter r0 on fatigue crack growth direction. Cracks are loaded by normal a shear mode. The maximum tangential stress and minimum stress energy density criterions are used for studying. The cracks are characterizing by stress intensity factors for normal and shear mode and a T-stress. The T-stress determines the level of a constraint.
Comparison of fracture behaviour of a crack and general singular stress concentrators
Klusák, Jan ; Seitl, Stanislav ; Hutař, Pavel ; Náhlík, Luboš ; Knésl, Zdeněk
Under the assumptions of linear elastic fracture mechanics the behaviour of cracks and general singular stress concentrators is studied and compared. The stress distribution in the vicinity of singular stress concentrators is analysed and a general fracture mechanics procedure based on stress method is suggested which makes it possible to formulate fracture behaviour of such concentrators. Examples illustrating the suggested approach are added. The results generally contribute to a better understanding of the failure and increase reliability of life estimations of structures.

National Repository of Grey Literature : 96 records found   beginprevious76 - 85nextend  jump to record:
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