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The Institute of Theoretical and Applied Mechanics
13
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1.
(82)
Original version of the author's contribution as presented on CD, SOL. :
PDF
Visco-plastic model with time retardation for high-velocity impact loading of OFE copper specimens
Plešek, J.
;
Hirsch, E.
OFE copper (Oxygen Free Electronic copper) is extensively used in military engineering for the design of shape charge warheads. Use is made of its excellent deformation c [...]
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2.
(84)
Original version of the author's contribution as presented on CD, . :
PDF
Exact Solution of the Bending Vibration Problem of FGM Beams with Longitudinal Variation of Material Properties
Aminbaghai, M.
;
Murín, J.
This contribution deals with deriving a fourth-order differential equation of the beams deflection with longitudinal variation of material properties. The linear beam the [...]
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3.
(85)
Original version of the author's contribution as presented on CD, SOL. :
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Logarithmic strain in 1 versus 3(2) dimensions
Fiala, Z.
The paper discusses the logarithmic strain in one dimension (1D) from the geometrical point of view to highlight the nature of problems when generalizing it to more dimen [...]
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4.
(85)
Original version of the author's contribution as presented on book, page 551. :
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ON APPLICATIONS OF GENERALIZED FUNCTIONS TO CALCULATION OF THIN CYLINDRICAL SHELLS
Sobotka, J.
The mathematical model of a thin cylindrical shell according to Timoshenko and Love bending theory contains derivatives of generalized internal forces and deformation com [...]
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5.
(86)
Original version of the author's contribution as presented on book, page 151. :
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PROBABILISTIC APPROACHES APPLIED IN THE SOLUTION OF PROBLEMS IN MINING AND BIOMECHANICS
Frydrýšek, K.
This paper focuses on the probabilistic numerical solution of the problems in mining and biomechanics. Theory and applications of the Simulation-Based Reliability Assessm [...]
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6.
(87)
Original version of the author's contribution as presented on CD, . :
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OSCILLATOR WITH HERTZ'S MODEL OF SOFT IMPACTS
Peterka, František
Abstrakt: Dynamic properties of the mechanical system with one degree of freedom containing soft stop are investigated. Dynamical impact model respects the non-linearity [...]
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7.
(87)
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Deformation analysis of an inflated cylindrical membrane of composite with rubber matrix reinforced by textile cords
Marvalová, B.
;
Tran, H.N.
We present the orthotropic hyperelastic material model for numerical simulation of the loading of the cylindrical membrane. The coefficients of strain energy function of [...]
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8.
(88)
Original version of the author's contribution as presented on CD, . :
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COMPARATIVE NUMERICAL EXPERIMENTS WITH LATERAL PRESSURE OF THE NONCOHESIVE SAND
Koudelka, Petr
;
Koudelka, Tomáš
Abstrakt: Two medium-term experiments with lateral pressure of flowing loose sand acting on a retaining wall were performed. The experiments showed some rather unexpected [...]
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9.
(89)
Original version of the author's contribution as presented on CD, . :
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CRACK PROPAGATION CRITERIA FOR THE CRACK TERMINATING ON THE INTERFACE OF A THIN ORTHOTROPIC LAYER AND AN ORTHOTROPIC SUBSTRATE
Ševeček, O.
;
Kotoul, M.
The contribution discusses possible approach for the formulation of fracture criteria for the general stress concentrators – especially a surface crack terminating at t [...]
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10.
(90)
Original version of the author's contribution as presented on CD, SOL. :
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Large deformation --- large amount of unknown
Fiala, Z.
Large deformations are exposed from a viewpoint of differential geometry. This enables to formulate kinematics of continua in a compact, coordinate-free way with clear ge [...]
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11.
(94)
Original version of the author's contribution as presented on CD, FRA. :
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Causes of arising inherent defects as nuclei of brittle fracture
Polák, K.
;
Bošanský, J.
The occurrence of deformation twins in the ductile-to-brittle transition (DBT) temperature region were observed under different testing conditions. Mechanical twinning c [...]
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12.
(96)
Original version of the author's contribution as presented on CD, . :
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Stochastic theory for strength of concrete
Brož, P.
Stochastic theory for fracture of concrete materials is applied. The fracture process can be described not only under monotonically increasing load but also under time-de [...]
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13.
(100)
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The deformation stress state theory DSS and the fracture theory DSSf
Skokánek, J.
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