MS14

Numerical Analyses in Metal Structures
(22 papers)

Organizers: Katarzyna Rzeszut, Stanislav Kmet, Ewa Błazik-Borowa

40Gilewski Wojciech, Al Sabouni-Zawadzka Anna
Dynamic properties of tensegrity structures
45Babür Delliktaş, Ali Durmuş, Hakan T. Türker, Musta Sönmez
Creep constitutive equations for predicting creep response of a P91 steel
53Joanna Kłosowska, Paulina Obara, Wojciech Gilewski
Self-stress control of real civil engineering tensegrity structures
80Katarzyna Rzeszut, Wiktor Folta, Andrzej Garstecki
Reliability of engineering methods of assessment the critical buckling load of steel beams
98Jacek Szafran, Klaudia Juszczyk, Marcin Kamiński
Reliability analysis of structural joints in steel lattice tower – experimental and numerical study
112Mariusz Maślak, Michał Pazdanowski, Piotr Woźniczka
Numerical validation of selected computer programs in nonlinear analysis of steel frame exposed to fire
121Bartłomiej M. Pokusiński and Marcin M. Kamiński
The influence of the response functions on the diagrid and orthogonal grillages reliability by the Stochastic iterative perturbation-based Finite Element Method
138Piotr Sulich, Władysław Egner, Halina Egner
Numerical analysis of thermomechanical low cycle fatigue
156Tomasz I. Jedliński, Jacek Buśkiewicz
Numerical and experimental analyses of lighting columns in terms of passive safety
160Seiya Zenzai, Shigeru Shimizu, Yuki Chikahiro, Toshiyuki Ohkami
Behaviour of partially concrete-filled steel box columns under a cyclic loading
169Krzysztof Śledziewski
Fatigue assessment for selected connections of structural steel bridge components using the Finite Element Method
179Dariusz Bojczuk, Wojciech Szteleblak
Optimal repair and reinforcement of plates
180Patrycja Cyniak, Ewa Błazik-Borowa, Jacek Szer, Tomasz Lipecki, Iwona Szer
The choice of boundary conditions and mesh for scaffold FEM model on the basis of natural vibrations measurements
220Adam Mrozek, Wacław Kuś, Tadeusz Burczyński
Modelling of molybdenum-based 2D materials
229Marek Spisak, Stanislav Kmet
Exploration for a convenient shape-stress correction of a tensegrity girder
241Michał Jukowski, Jarosław Bęc, Ewa Błazik-Borowa
Identification of the numerical model of FEM in reference to measurements in-situ
243Aleksander Robak, Ewa Błazik-Borowa, Jarosław Bęc
Influence of Exploitation Damage on the Capacity of Scaffolding Frame Standards
260Agnieszka Łukowicz, Marcin Krajewski, Dariusz Kowalski
Bending capacity of the innovative cold formed GEB profile
274Marcin Górecki, Michał Pieńko
Numerical analysis of beam with sinusoidally corrugated webs
277Rafał Grzejda
Determination of bolt forces and normal contact pressure between elements joined in a multi-bolted system for its assembly condition
289Piotr Nazarko, Leonard Ziemiański
Force prediction in bolts of flange connection s– elastic waves and soft computing approach