(Field of Science):
- Architecture and urban planning (Engineering and Technology)
- Biomedical engineering (Engineering and Technology)
- Chemical engineering (Engineering and Technology)
- Civil engineering and transport (Engineering and Technology)
- Materials engineering (Engineering and Technology)
- Mechanical engineering (Engineering and Technology)
- Pharmacology and pharmacy (Medical and Health Sciences )
- Forestry (Agricultural sciences)
- Chemical sciences (Natural sciences)
Ministry points: Help
|2021||140||Ministry Scored Journals List 2019|
|2020||140||Ministry Scored Journals List 2019|
|2019||140||Ministry Scored Journals List 2019|
- author's version of the article before the review
- author's version of the article after the review
Status table SHERPA RoMEO
|RoMEO color||Archiving policy|
|Green||can archive pre-prints and post-prints or a version of the publisher|
|Blue||can archive post-prints|
|Yellow||can archive pre-prints|
|White||can not archive any materials|
Papers published in journal
Nonlocal three-dimensional elasticity analysis of moderately thick porous functionally graded plates in a hygro-thermal environmentPublication
This work performs a novel quasi three-dimensional (3D) bending analysis for a moderately thick functionally graded material (FGM) made of nanoceramics and metal powders, in presence of porosities due to some incorrect manufacturing processes. Such porosities can appear within the plate in two forms, namely, even and uneven distributions. The modeled system assumes a polymer matrix where both shear and transverse factors coexist....
A new hyperbolic-polynomial higher-order elasticity theory for mechanics of thick FGM beams with imperfection in the material compositionPublication
A drawback to the material composition of thick functionally graded materials (FGM) beams is checked out in this research in conjunction with a novel hyperbolic‐polynomial higher‐order elasticity beam theory (HPET). The proposed beam model consists of a novel shape function for the distribution of shear stress deformation in the transverse coordinate. The beam theory also incorporates the stretching effect to present an indirect...
Local and global response of sandwich beams made of GFRP facings and PET foam core in three point bending testPublication
In the paper behaviour of laminated sandwich beams (FRP face sheet – PET foam core – FRP face sheet) subjected to three point bending is studied. The paper aim is to find practical descriptions enabling effective and accurate estimation of the elastic response, damage and failure of the beams, basing on experiments and static calculations. Therefore a number of tests are described, that were done on laminated coupons and foam specimens...
Multiparameter sensitivity analysis of a GFRP composite footbridge of a sandwich structure and U-shaped cross-sectionPublication
The paper deals with multiparameter sensitivity analysis of a composite footbridge. A shell‐like structure is 14.5 m long shows U‐shaped cross‐section and inner service dimensions 1.3 × 2.5 m. Glass fiber reinforced polymer GFRP laminate constitutes faces of a sandwich structure while PET foam received from recycled bottle builts a core. The structure was divided into 285 independent areas where the thickness of laminates and stiffness...
Parametric optimization of sandwich composite footbridge was presented in the paper. Composite footbridge has 14,5 m long and has U-shaped cross-section with inner dimensions 2,6 × 1,3 m. The sandwich structure in made from GFRP laminate as a faces and PET foam as a core. The aim of analysis was to minimize the mass of the new footbridge that can lead to minimize the cost of structure. After optimization was conducted, the new...
The paper concerns the progressive failure analysis of laminates with the in-plane shear nonlinearity accounted for.The nonlinear shear response of the layer is described by the constitutive relation treating the stresses as a function of strains. Thus it can be easily incorporated into the displacement-based FEM codes. The brittle failure mechanisms of the fibers and the matrix of the layer are recognized with the use of the Hashin...
Numerical modeling and experimental validation of full-scale segment to support design of novel GFRP footbridgePublication
The paper contains analysis of full-scaled three meters long segment of a novel composite footbridge. Both numerical modeling and experimental validation were performed. Analyzed object is a shell type sandwich channel-like structure made of composite sandwich with GFRP laminates as a skin and PET foam as a core. Several static load schemes were performed including vertical and horizontal forces. In FEM analysis multilayered laminate...
The paper presents the model of progressive failure analysis of laminates incorporated into the 6-field non-linear shell theory with non-symmetrical strain measures of Cosserat type. Such a theory is specially recommended in the analysis of shells with intersections due to its specific kinematics including the so-called drilling rotation. As a consequence of asymmetry of strain measures, modified laminates failure criteria must...
Geometrically nonlinear FEM analysis of multilayered composite plates and shells is performed in order to resolve the stability problem of the structures being under the influence of temperature field. The Riks-Wempner-Ramm algorithm with a specially modified multi-choice unloading condition has been implemented in authors’ numerical code. As the representation of multilayered medium the Equivalent Single Layer approach with the...
seen 248 times