Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Paweł Szeptyński"'
Autor:
Paweł Szeptyński, Leszek Mikulski
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 1, Pp 71-89 (2023)
The problem of optimal design of a steel plated girder according to the Eurocode 3 is considered. Code regulations admit the Finite Element Analysis (FEA) in designing plated structures with variable cross-sections. A technique of determining an appr
Externí odkaz:
https://doaj.org/article/7f1facaef9344cc6a16f32376f4c3a34
Publikováno v:
Materials; Volume 16; Issue 12; Pages: 4484
Creep behavior of Cross-Laminated-Timber (CLT) beams with a finite-thickness layer of flexible adhesives is investigated. Creep tests were carried out for all component materials as well as for the composite structure itself. Three-point bending cree
Autor:
Paweł Szeptyński
Publikováno v:
Composite Structures. 299:116028
Autor:
Paweł Szeptyński
Publikováno v:
Composite Structures. 294:115800
Autor:
Paweł Szeptyński
Publikováno v:
Composite Structures. 291:115611
Publikováno v:
Structural and Multidisciplinary Optimization. 59:1581-1598
An approximate thickness optimization of a rectangular Kirchhoff-Love plate with variable stiffness under uniform load is performed in this paper. The authors propose an original method for formulating problems of optimal design for plate structures
Publikováno v:
Polymers; Volume 13; Issue 10; Pages: 1639
Polymers, Vol 13, Iss 1639, p 1639 (2021)
Polymers, vol. 13, no. 10, 1639, 2021.
Polymers
Polymers, Vol 13, Iss 1639, p 1639 (2021)
Polymers, vol. 13, no. 10, 1639, 2021.
Polymers
Practical aspects of modelling of flexible adhesives with the energy conjugate measures of stress and strain of the Darijani–Naghdabadi (D-N) family are discussed. A possibility of description of materials exhibiting non-linear physical characteris
Autor:
Marcin Nowak, Paweł Szeptyński
Publikováno v:
Composite Structures. 260:113539
This paper discusses the issue of a lap joint in the form of a thin film attached to a rigid base with the use of a layer of flexible adhesive exhibiting a non-linear constitutive relation between shear stress and distortional strain, which is approx
Autor:
Paweł Szeptyński
Publikováno v:
Composite Structures. 241:112088
Three analytical one-dimensional linear elastic models of composite laminated beams are considered – composite Bernoulli-Euler beam (BE), composite Timoshenko beam (T) and multilayer sandwich beam model (MS). They are compared with results obtained
Autor:
Paweł Szeptyński
Publikováno v:
Mechanics and Control. 31:124
An investigation for directions of extreme - maximum or minimum - values of the longitudinal and transverse stiffness moduli as well as of the limit uniaxial and limit shear stresses in anisotropic linear elastic solids is performed in the paper. T