MS14

Numerical Analyses in Metal Structures
(22 papers)

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

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