mgr inż. Maciej Lewandowski

Zakład Mechaniki Materiałów (ZMM)
Pracownia Mikromechaniki Materiałów (PMM)
stanowisko: doktorant
telefon: (+48) 22 826 12 81 wew.: 453
pokój: 140
e-mail: maclewan

Ostatnie publikacje
1.Kursa M., Kowalczyk-Gajewska K., Lewandowski M.J., Petryk H., Elastic-plastic properties of metal matrix composites: Validation of mean-field approaches, EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, ISSN: 0997-7538, DOI: 10.1016/j.euromechsol.2017.11.001, Vol.68, pp.53-66, 2018

Streszczenie:

Several micromechanical and numerical approaches to estimating the effective properties of heterogeneous media are analyzed. First, micromechanical mean-field estimates of elastic moduli for selected metal matrix composite systems are compared with the results of finite element calculations performed for two simplified unit cells: spherical and cylindrical. Advantages and deficiencies of such numerical verification of analytical homogenization schemes are indicated. Next, predictions of both approaches are compared with available experimental data for two composite systems for tension and compression tests in the elastic-plastic regime using tangent and secant linearization procedures. In the examined range of strain and ceramic volume content, both the Mori-Tanaka averaging scheme and the generalized self-consistent scheme lead to reliable predictions when combined with the tangent linearization, while the use of secant moduli results in a too stiff response. It is also found that the mean-field predictions for a small ceramic volume content are very close to the results obtained from the finite-element analysis of a spherical unit cell.

Słowa kluczowe:

Metal-matrix composites, Effective properties, Analytical estimates, Numerical homogenization, Nonlinear analysis

Afiliacje autorów:

Kursa M.-IPPT PAN
Kowalczyk-Gajewska K.-IPPT PAN
Lewandowski M.J.-IPPT PAN
Petryk H.-IPPT PAN
35p.
2.Lewandowski M.J., Gajewski M., Gizejowski M., Numerical analysis of influence of intermediate stiffeners setting on the stability behaviour of thin-walled steel tank shell, Thin-Walled Structures, ISSN: 0263-8231, DOI: 10.1016/j.tws.2015.01.019, Vol.90, pp.119-127, 2015

Streszczenie:

Cylindrical bolted steel tanks with H/D~1 can be made from very thin steel courses the thickness of which is determined by tension. The important issue is to stiffen the whole shell with intermediate stiffeners to prevent from stability loss in situations when the tank is empty and exposed to a strong wind. The FEM package Abaqus with nonlinear Riks algorithm was used for analysis. A parametric study programmed in python, internal Abaqus language was conducted to establish the influence of number and position of intermediate stiffeners on buckling resistance of the tank. After calculating nearly one thousands tasks, results were gathered with python script and compared with classic design recommendations proposed in Eurocode 3, DIN 18 800 Part 4 and AWWA D103-09. Simplified analytical approaches present in current standards are rather conservative and one may want to look for more sophisticated methods of analysis of tank shells presented in this paper for more economical design of such structures. From the comparison of the results obtained with different numerical strategies such as linear buckling analysis (LBA), geometrically nonlinear analysis of perfect (GNA) and imperfect (GNIA) structure a necessity of taking into account imperfections in GNA arises. Otherwise a capacity of the shell structure may be overestimated even over the value obtained from LBA.

Słowa kluczowe:

Thin-walled steel tanks, Optimal stiffening ring location, Buckling, Finite element method, Python programming, Geometrical imperfections

Afiliacje autorów:

Lewandowski M.J.-IPPT PAN
Gajewski M.-other affiliation
Gizejowski M.-other affiliation
35p.
3.Stupkiewicz S., Lewandowski M.J., Lengiewicz J., Micromechanical analysis of friction anisotropy in rough elastic contacts, INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, ISSN: 0020-7683, DOI: 10.1016/j.ijsolstr.2014.07.013, Vol.51, No.23-24, pp.3931-3943, 2014

Streszczenie:

Computational contact homogenization approach is applied to study friction anisotropy resulting from asperity interaction in elastic contacts. Contact of rough surfaces with anisotropic roughness is considered with asperity contact at the micro scale being governed by the isotropic Coulomb friction model. Application of a micro-to-macro scale transition scheme yields a macroscopic friction model with orientation- and pressure-dependent macroscopic friction coefficient. The macroscopic slip rule is found to exhibit a weak non-associativity in the tangential plane, although the slip rule at the microscale is associated in the tangential plane. Counterintuitive effects are observed for compressible materials, in particular, for auxetic materials.

Słowa kluczowe:

Contact, Friction, Anisotropy, Roughness, Micromechanics

Afiliacje autorów:

Stupkiewicz S.-IPPT PAN
Lewandowski M.J.-IPPT PAN
Lengiewicz J.-IPPT PAN
35p.
4.Lewandowski M., Gajewski M., Jemioło S., The Material Anisotropy Influence on Modelling of Rutting Test with Application of Linear Viscoelasticity Constitutive Equations, Procedia Engineering, ISSN: 1877-7058, DOI: 10.1016/j.proeng.2014.12.020, Vol.91, pp.93-98, 2014

Streszczenie:

In the paper a general approach to modelling of anisotropic linear viscoelastic material properties is presented. Rychlewski's (1983) spectral decomposition theorem is used and one dimensional relaxation functions of linear viscoelasticity model is adopted to eigenvalues of stiffness tensor and named Kelvin relaxation functions. Proposed model was implemented in the FEM system Abaqus on the example of transversely isotropic and isotropic material. On the basis of experimental data available in literature, models were calibrated and verified. Constitutive relations were used in the complex boundary value problem modelling standard rutting test used in road sector to assess the resistance of asphalt mixtures to rutting.

Słowa kluczowe:

constitutive modeling, viscoelasticity, finite element method, anisotropic materials, asphalt concretes

Afiliacje autorów:

Lewandowski M.-IPPT PAN
Gajewski M.-other affiliation
Jemioło S.-other affiliation