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1.
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Postcritical solutions of the elastic arched rod model with geometric imperfection are described in the present paper along with associated maps of potential energy surfa [...]
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2.
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strut, discrete model, nonlinear solution, von Mises planar truss, buckling, post-buckling
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3.
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The paper reports on the determination of basic mechanical material parameters of several concrete and alkali activated concrete and fly ash mixtures intended for the co [...]
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4.
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Frantík, P.
Postcritical free vibrations of a slender elastic beam are studied. Cantilever beam is loaded by axial force and lateral deflections are observed. Effective numerical mod [...]
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5.
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The paper introduces a methodology for an estimation of the size and shape of a fracture process zone evolving at the macroscopic crack tip in quasibrittle materials duri [...]
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6.
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Frantík, P.
The paper is focused on numerical simulations of a cantilever beam loaded tangentially by follower force at its free end (Beck’s column). Main purpose was to discover p [...]
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7.
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Frantík, P.
The paper is focused on the results of the numerical simulation of crack propagation during a three-point bending test. An effective method is used which is based on phys [...]
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8.
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The paper presents the description of the developed JAVA implementation of the semianalytical fracture model based on cracked hinge approach by Ulfkjær et al (1995) and [...]
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9.
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The paper is focused on numerical plane model of a rigid coin with rectangular cross-section impacting to an elastic foundation.
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10.
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Frantík, P.
Paper deals with conditions of creation of the loop from a slender prismatic elastic beam loaded by torsional moments at its free ends. The loop occurs by achieving postc [...]
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