Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Erol Lale"'
Publikováno v:
Volume: 25, Issue: 2 605-613
Politeknik Dergisi
Politeknik Dergisi
Bu araştırmada, yarı gevrek malzemelerdeki boyut etkisinin hasar-plastisite modeli kullanılarak çözümlemesi sunulmuştur. Çentikli ve çentiksiz üç noktalı eğilme deneyleri üç boyutlu (3D) sonlu eleman modeli ile analiz edilmiştir. Bu
Autor:
Gianluca Cusatis, Erol Lale
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:1458-1476
Publikováno v:
Journal of Applied Mechanics. 89
This article presents a novel derivation for the governing equations of geometrically curved and twisted three-dimensional Timoshenko beams. The kinematic model of the beam was derived rigorously by adopting a parametric description of the axis of th
Publikováno v:
Construction and Building Materials. 223:605-615
Cemented sand and gravel (CSG) dams have become quite popular in recent times but research focusing on their mechanical behavior is still hard to find in the literature. This paper presents an experimental and computational study, which combines cent
Autor:
Bahar Ayhan, Erol Lale
Publikováno v:
International Journal of Impact Engineering. 162:104132
In this study, a coarse-graining framework for discrete models is formulated on the basis of multiscale homogenization. The discrete model considered in this paper is the Lattice Discrete Particle Model (LDPM), which simulates concrete at the level o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fecfd59a56aae14376e8909d12e1424e
https://aperta.ulakbim.gov.tr/record/32859
https://aperta.ulakbim.gov.tr/record/32859
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 166:298-306
This paper investigates the behaviour of circular steel fibre reinforced concrete-filled steel tube columns using experimental and numerical results. Seven circular steel fibre reinforced concrete-filled steel tube columns were tested under axial loa
Publikováno v:
Journal of Applied Mechanics. 84
In this paper, a recently developed higher-order microplane (HOM) model for softening and localization is implemented within a isogeometric finite-element framework. The HOM model was derived directly from a three-dimensional discrete particle model,
Publikováno v:
First International Interactive Symposium on UHPC.
Lattice Discrete Particle Model (LDPM) simulation parameters are obtained for Lafarge Ductal Ultra-High Performance Concrete (UHPC) from unconfined compression, fracture, and direct tension tests. The LDPM predicts macroscopic behavior of concrete in