• 1D HERMITE ELEMENTS FOR C1-CONTINUOUS SOLUTIONS IN SECOND GRADIENT ELASTICITY 

      Autor: Liebold, Christian; Müller, Wolfgang H.
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      We present a modified strain gradient theory of elasticity for linear isotropic materials in order to account for the so-called size effect. Additional material length scale parameters are introduced and the problem of ...
    • COMPARISON OF VIRTUAL FIELDS METHOD, PARALLEL NETWORK MATERIAL MODEL AND FINITE ELEMENT UPDATING FOR MATERIAL PARAMETER DETERMINATION 

      Autor: Dirisamer, Florian; Çakmak, Umut D.; Kállai, Imre; Machado, Martín; Major, Zoltán
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      Extracting material parameters from test specimens is very intensive in terms of cost and time, especially for viscoelastic material models, where the parameters are dependent of time (frequency), temperature and environmental ...
    • DEFORMATION BEHAVIOUR OF GELLAN GUM BASED ARTIFICIAL BONE STRUCTURES UNDER SIMULATED PHYSIOLOGICAL CONDITIONS 

      Autor: Krčmářová, Nela; Šleichrt, Jan; Fíla, Tomáš; Koudelka, Petr; Kytýř, Daniel
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The paper deals with investigation of deformation behaviour of gellan gum (GG) based structures prepared for regenerative medicine purposes. Investigated material was synthesized as porous spongy-like scaffold reinforced ...
    • DESIGN OF CONCRETE CHIMNEYS VIA BEAM THEORY AND NONLINEAR SHELL ANALYSIS 

      Autor: Wehr, Franziska; Harte, Reinhard
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      This paper compares the load-bearing capacity of chimneys calculated via beam and shell theory. It becomes apparent that the design via beam theory is on the safe side for the vertical reinforcement of the chosen examples ...
    • EVALUATION OF THE FATIGUE RESPONSE OF POLYESTER YARNS AFTER THE APPLICATION OF ABRUPT TENSION LOADS 

      Autor: Louzada, Emilio Luiz Vieira; Guilherme, Carlos Eduardo Marcos; Stumpf, Felipe Tempel
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The discovery of oil fields in deeper waters through out the last decades has led the oil industry to the necessity of replacing the mooring systems of offshore platforms from steel to synthetic cables. Consequently, both ...
    • EXPERIMENTAL IDENTIFICATION OF AN ELASTO-MECHANICAL MULTI-DEGREE-OF-FREEDOM-SYSTEM USING STOCHASTIC SIGNALS 

      Autor: Schleiter, Simon; Altay, Okyay; Klinkel, Sven
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The determination of dynamic parameters are the central points of the system identification of civil engineering structures under dynamic loading. This paper first gives a brief summary of the recent developments of the ...
    • EXPERIMENTAL, NUMERICAL AND ANALYTICAL INVESTIGATIONS OF WIND-INDUCED NET PRESSURES FOR INDUSTRIAL BUILDINGS WITH ENVELOPE POROSITIES 

      Autor: Saubke, Vanessa; Höffer, Rüdiger
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The magnitude and the spatial distribution of wind-induced net pressures (external and internal) on buildings are frequently discussed among research communities and construction industries. This paper deals with this topic ...
    • MICROSCOPIC FEATURES OF CEMENT PASTE MODIFIED BY FINE PERLITE 

      Autor: Hrbek, Vladimír; Koudelková, Veronika; Padevět, Pavel; Šašek, Petr
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The use of waste material and replacement of binder element in cementitious composites is in focus of material development. Perlite in the construction industry is usually used in form of lightweight aggregate enhancing ...
    • MODELING OF ANISOTROPIC GROWTH AND RESIDUAL STRESSES IN ARTERIAL WALLS 

      Autor: Zahn, Anna; Balzani, Daniel
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      Based on the multiplicative decomposition of the deformation gradient, a local formulation for anisotropic growth in soft biological tissues is formulated by connecting the growth tensor to the main anisotropy directions. ...
    • NUMERICAL DISCRETISATION OF BUILT STRUCTURES ASSUMPTION AND REALITY 

      Autor: Gutermann, Marc; Schröder, Carsten
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The second half of the 20th century was affected by the introduction of electronic data processing. The numerical methods appeared to be capable of solving every engineering problem. However, dealing with real problems, ...
    • NUMERICAL PREDICTIONS AND MECHANICAL TESTING OF BRAIDED COMPOSITE STRUCTURES UTILISING DIGITAL IMAGE CORRELATION 

      Autor: Pitz, Emil; Miron, Matei-Constantin; Kállai, Imre; Major, Zoltán
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The current paper is describing the implementation of a multiscale numerical model for prediction of stiffness and strength in braided composites. The model is validated by experimental testing of single-layer braided tubes ...
    • PARAMETERS AFFECTING THE STRUCTURAL ANALYSIS OF A TUNNEL STRUCTURE EXPOSED TO FIRE 

      Autor: Pouran, Omid; Harte, Reinhard; Peter, Carsten
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      Behaviour of cut-and-cover tunnels exposed to fire should be analysed by using a realistic structural model that takes account of mechanical and thermal effects on the structure. This has been performed with the aid of ...
    • PERFORMANCE OF STEEL FIBER REINFORCED CONCRETE – COMPARABILITY OF TESTS ACCORDING TO DAFSTB-GUIDELINE "STAHLFASERBETON" AND EN 14651 

      Autor: Anders, Steffen; Schovenberg, Melanie
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      For the determination of the performance of steel-fiber reinforced concrete (SFRC), the post-peak flexural strengths are used. In different national and European standards, different test-setups are defined, resulting in ...
    • RIGHTING OF CHINESE MITTEN CRABS (ERIOCHEIR SINENSIS) AND THEIR MODELS 

      Autor: Riphaus, Tobias; Hoffmann, Florian; Labisch, Susanna
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The usage of unmanned underwater vehicles for marine tasks is continuously growing and bioinspired stabilizing systems shall help them to gain and keep a stable position during work. Therefore the righting maneuver of E. ...
    • SEMI–AUTOMATED ASSESSMENT OF MICROMECHANICAL PROPERTIES OF THE METAL FOAMS ON THE CELL-WALL LEVEL 

      Autor: Krčmářová, Nela; Šleichrt, Jan; Doktor, Tomáš; Kytýř, Daniel; Jiroušek, Ondřej
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      Metal foams are innovative porous material used for wide range of application such as deformation energy or sound absorption, filter material, or microbiological incubation carrier. To predict mechanical properties of the ...
    • SHEARING TESTS APPLIED TO PANTOGRAPHIC STRUCTURES 

      Autor: Ganzosch, Gregor; dell’Isola, Francesco; Turco, Emilio; Lekszycki, Tomasz; Müller, Wolfgang H.
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      With the advancements in 3D printing technology, rapid manufacturing of fabric materials with complex geometries became possible. By exploiting this technique, different materials with different structures have been developed ...
    • UHPC SANDWICH STRUCTURES WITH COMPOSITE COATING UNDER COMPRESSIVE LOAD 

      Autor: Markowski, Jan; Lohaus, Ludger
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      Ultra-high-performance concrete (UHPC) sandwich structures with composite coating serve as multipurpose load-bearing elements. The UHPC’s extraordinary compressive strength is used in a multi-material construction element, ...
    • VALIDATION AND IMPLEMENTATION OF FAILURE PARAMETERS IN INTEGRATED SIMULATIONS FOR SHORT FIBRE REINFORCED POLYPROPYLENE 

      Autor: Kalteis, Anna; Reiter, Martin; Jerabek, Michael; Major, Zoltán
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      Nowadays short fibre reinforced polymers are often used in load carrying structural parts. Compared to continuous fibre reinforced polymers they exhibit a more complex morphology. Hence the determination of the strength ...