Results 61 to 70 of about 119,518 (261)

Microstructure‐Controlled Crack Propagation and Fracture Resistance in MoSiBTiC Alloy Revealed by Multiscale Extended Finite Element Method Modeling

open access: yesAdvanced Engineering Materials, EarlyView.
A two‐dimensional multiscale finite element analysis framework was established for the first‐generation MoSiBTiC alloy, and the mechanical and fracture‐related parameters of the constituent phases were calibrated through experiments and simulations. The framework provides a basis for analyzing crack propagation behavior in its complex microstructure ...
Junfeng Du   +4 more
wiley   +1 more source

Hydrogen‐Assisted Fracture of Iron‐Based Fe–Ni–Al Alloys

open access: yesAdvanced Engineering Materials, EarlyView.
Principal relations and fracture mechanisms of single‐phase and precipitate‐strengthened Fe–Ni–Al alloys subjected to prior electrochemical hydrogen charging are identified. The mechanisms of hydrogen effect on strength and microhardness are discussed, including hydrogen‐induced increase in microhardness and the role of hydrogen in fracture behavior ...
Nataliya Yadzhak   +3 more
wiley   +1 more source

VARIATION AND DIFFERENTIAL APPROACH IN CONTACT PROBLEM SOLUTION FOR NON-LINEAR ELASTIC HETEROGENEOUS FOUNDATION. PLANE DEFORMATION. CALCULATIVE THEORY. (Part 1)

open access: yesНаука и техника, 2009
The paper proposes a variation and differential approach to calculation of elastic  beam  plates located on physically nonlinear heterogeneous foundation.
S. V. Bosackov, O. V. Kozunova
doaj  

Flexural vibration and power flow analyses of axially loaded beams with general boundary and non-uniform elastic foundations

open access: yesAdvances in Mechanical Engineering, 2020
In this article, flexural vibration and its power flow of an axially loaded beam with arbitrary boundary and non-uniform elastic foundation are analyzed via energy principle in conjunction with Rayleigh–Ritz procedure.
Deshui Xu, Jingtao Du, Yuhao Zhao
doaj   +1 more source

Measurement of Vibrations of a Plate on Elastic Foundation

open access: yesMechanics, 2018
Vibrations of a plate on elastic foundation of Winkler type are investigated. A two-dimensional element having six nodal degrees of freedom (three displacements of the lower surface and three displacements of the upper surface) is used. Elastic foundation of Winkler type on the lower surface is used in the numerical model.
Kibirkštis, Edmundas   +10 more
openaire   +2 more sources

Fatigue Crack Initiation and Growth in Nanocrystalline Ni at Multiple Length‐Scales

open access: yesAdvanced Engineering Materials, EarlyView.
Overview of miniaturized in situ SEM fatigue setup and resultant fatigue crack growth data for nanocrystalline Ni. The presented study focuses on the analysis of fatigue crack growth rate (FCGR) in focused ion beam‐notched microcantilevers prepared from nanocrystalline (NC) Ni as a model material.
Igor Moravcik   +7 more
wiley   +1 more source

Beam Elements on Linear Variable Two-Parameter Elastic Foundation [PDF]

open access: yesBulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, 2008
The traditional way to overcome the shortcomings of the Winkler foundation model is to incorporate spring coupling by assemblages of mechanical elements such as springs, flexural elements (beams in one-dimension, 1-D, plates in 2-D), shear-only layers ...
Iancu-Bogdan Teodoru, Vasile Muşat
doaj  

Longitudinal shock of two elastic bars with the 2nd bar bases on rigid foundation and meets visco-elastic resistance on side face

open access: yesVietnam Journal of Mechanics, 1996
In this paper authors have studied problem of longitudinal shock of two elastic bars with more general model [1, 2]. Technically the model of this problem similar to driving pile, where the pile bases on rigid foundation and meets visco-elastic ...
Nguyen Thuc An   +2 more
doaj   +1 more source

Vibrations of an Inflnite Beam on an Elastic Foundation with Consideration of Mass of the Foundation

open access: yesTransactions of the Japan Society of Mechanical Engineers, 1968
An analysis of wave propagation in an infinite elastic beam on an elastic foundation is presented, considering the effect of the mass of a foundation. The foundation is represented as a base consisting of closely spaced, independent bars or linear springs.
SAITO, Hideo, MURAKAMI, Tomizo
openaire   +2 more sources

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