Publications

Trajektorie wartości własnych w zagadnieniach płaskich

No abstract is provided for this article.

Trajektorie wartości własnych w zagadnieniach płaskich

No abstract is provided for this article.

Linear viscoelastic transversely isotropic model based on the spectral decomposition of elasticity tensors

The linear viscoelasticity is still a useful model in the engineering for studying the behavior of materials loaded with different loading rates (frequencies). Certain types of materials reveal also an anisotropic behavior: fiber reinforced composites, asphalt concrete mixtures, or wood, to name a few. In general, researchers try to identify experimentally the dependence of engineering constants like: directional Young’s moduli and Poisson’s ratios on loading velocity by means of creep or harmonic oscillatory tests. This approach is appealing from the experimental point of view. However, from the modeling perspective, this is not the case. The engineering constants emerge in nonlinear manner in the relationship between the strain and stress via fourth order stiffness tensor components. This is especially true in higher order anisotropies, yet even in isotropy Poisson’s ratio appears nonlinearly in the stiffness tensor. Several models for the linear viscoelasticity of anisotropic materials already exist in the literature that try to tackle this issue. In this paper, we propose a linear viscoelasticity model for anisotropic materials based on the spectral decomposition of the stiffness tensor. The proposed model offers several advantages: the natural choice of the stiffness tensor eigenvalues as time-dependent variables, state variables with clear interpretation as creep strains, and reduced burden of storage utilizing the orthogonality of the eigenspaces. We implemented the model in the finite-element method system AceGen/AceFEM, and calibrated parameters of the model with the experimental data available in the literature, thus proving the adequacy of the proposed model to describe anisotropic viscoelastic materials.

Konstytutywny model ortotropowej sprężysto-plastyczności do numerycznej analizy konstrukcji murowych

No abstract is provided for this article.

NUMERYCZNA OCENA NOŚNOŚCI BELEK STALOWYCH ZGINANYCH DWUKIERUNKOWO

W pracy przedstawiono metody symulacji MES przy szacowaniu nośności stalowych belek dwuteowych poddanych dwukierunkowemu zginaniu ze zwichrzeniem.Analizie nośności granicznej poddano belki z imperfekcjami geometrycznymi

Estimation of the XGBoost Regression Model Used in the Prediction of Pavement’s Mechanical and Geometrical Parameters Based on Static Interpretation of the FWD Test

The FWD is commonly used to conduct a non-destructive evaluation of the capacity of the pavement. The layered pavement is loaded locally by falling weight, and deflection is recorded at many points. Based on these results, if the pavement geometry is known, the mechanical properties of the pavement may be determined using the back-calculation approach. Analytical, numerical, or ML methods can be used for back-calculation. An analytical solution for a multi-layered structure leads to non-linear relationships for the thickness or stiffness of each layer, but provides an accurate solution. The other methods, like numerical or ML methods, are just approximation methods with different levels of accuracy. In this paper, the accuracy of the XGBoost ML regression model in predicting mechanical and geometrical pavement parameters was estimated. The database was generated from a static analytical solution of an axially symmetrical problem implemented in the form of JPav software and then explored by training regression models to predict the moduli and thickness of pavement layers. Two other databases were created using PCA (Principal Component Analysis) and FDM-like (Feature Difference Method) to compare models trained with the complete deflection database. The results showed that models trained with the complete deflection database had the best average prediction performance compared to the other two. In contrast, models trained with the database pre-processed by PCA showed a similar predicting performance to that of the previous models, but with a slight loss in precision. Models trained with the database pre-processed by the FDM-like approach exhibited excellent prediction on some features but performed worse on the rest. The primary objective of this work is to develop a model that enables the determination of pavement layer thickness and moduli from the deflections obtained in FWD tests. The analysis carried out allowed us to conclude that it is possible to obtain some pavement variables from the deflections, while others require a more sophisticated approach.

Theoretical models of road meshes and their use in standard pavement designing software

Two theoretical models for anisotropic elastic road meshes (grids) together with their isotropic approximations are proposed. In these models some elements of mechanics for fibrous composite materials and optimization theory were used. Grids approximation models can be used in any standard road pavement design software where the model of layered elastic or viscoelastic half space is on a theoretical basis. For the covering abstract see ITRD E157233

Zintegrowane komputerowo sterowanie produkcją

Zintegrowane komputerowo sterowanie produkcją

Preface

Modernizacja stanowisk dydaktycznych w laboratorium wytrzymałości materiałów z wykorzystaniem systemu LABVIEW

No abstract is provided for this article.

Role of Copper in Precipitation Hardening of High-Alloy Cr-Ni Cast Steels

No abstract is provided for this article.

Application of a material fatigue damage model in 4PB tests

The fatigue property of an asphalt mix is an important issue in pavement design. This property is often determined with the aid of a four-point bending (4PB) test in controlled deflection mode. The fatigue property is related to the decrease in the calculated complex stiffness modulus, however, due to the non- homogenous stress and strain field in the beam, the measured response does not represent the stiffness modulus of the material but a weighted stiffness value. For a correct interpretation, a fatigue damage material model like the Asphalt Concrete Pavement-Fatigue model is needed. After integration, the calculated and measured responses are compared. By varying the model parameters, an excellent comparison between the two responses is obtained up to a certain number of cycles. This number of cycles is denoted as the fatigue life N PH . The accumulated dissipated energy at the surface of the beam in the midsection can be expressed as a constant times the fatigue life N PH to the power z and also as a constant times the product of the fatigue life N PH and the initial dissipated energy in the first cycle. Using these two findings, a Wöhler curve was established similar to the one directly based on the strain amplitudes and fatigue life data.

Model hipersprężystości izotropowych nieściśliwych elastomerów, Cz.3. Analiza lokalnego wyboczenia ściskanych grubościennych cylindrów w zakresie duzych deformacji

Praca pierwszego z autorow (S.J.) byla cześciowo finansowana z Grantu KBN Nr 7 T07A 04318 oraz Grantu Rektorskiego PW pt.: ”Modele konstytutywne hipersprezystych materialow gumopodobnych w ramach teorii duzych odksztalcen. Identyfikacja parametrow materialowych i implementacja numeryczna w systemie ABAQUS.” Prezentowane w pracy wyniki obliczen zostaly uzyskane z wykorzystaniem zasobow komputerowych Centralnego Ośrodka Informatyki Politechniki Warszawskiej.

A new method of buckling resistance evaluation of laterally restrained beam-columns

No abstract is provided for this article.

Out-of-plane buckling resistance of rolled steel H-section beam-columns under unequal end moments

A novel analytical model is proposed for establishing design criteria based on the decomposition of the in-plane deformation and out-of-plane stability states. First part of this study considered the in-plane buckling resistance of beam–columns. This study uses the results from Gizejowski et al. [42] to develop an analytical model for the inelastic out-of-plane buckling resistance of beam–columns subjected to a moment gradient. The elastic flexural–torsional buckling solution is combined with the in-plane solution via the generalised Ayrton–Perry model. In order to unify the recommendations for the resistance evaluation of beams, columns, and beam–columns, the model is customised to conform to the standard Eurocode technique of modelling buckling resistance of steel elements in compression or bending about the cross-sectional axis with the greater moment of inertia. As a result, the out-of-plane resistance interaction curves, expressed in dimensionless coordinates, which describe the beam–column flexural–torsional buckling resistance and consider lateral–torsional buckling effects, are obtained. The results of finite element simulations are used for the verification of the developed analytical formulation. Two numerical techniques of imperfection modelling are used: an equivalent geometric imperfection approach with the Maquoi–Rondal generalised initial imperfection and an approach that individually considers geometric and material imperfections. The results obtained from the proposed analytical model and those obtained using the Eurocode design criteria and other recent analytical proposals are compared. Finally, concluding remarks and directions of future studies are also presented.

Cohesive element approach for determination of masonry panels limit states

No abstract is provided for this article.

Zastosowanie hipersprężystości i MES w modelowaniu mostowych łożysk elastomerowych

No abstract is provided for this article.

Modernizacja stanowisk dydaktycznych w laboratorium wytrzymałości materiałów z wykorzystaniem systemu LABVIEW

No abstract is provided for this article.