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Displacement behaviors
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This article addresses the challenges of constructing urban tunnels in soft ground using tunnel boring machines, emphasizing geological behavior, tunnel lining loads, and soil displacement. FEM analytical and simulation methods are employed to calculate surface settlements, face-support pressure, and lining load, with a focus on evaluating geological influences on subway line design.
6p
viwalton
02-07-2024
1
1
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In the paper "Nonlinear static analysis of bidirectional functionally graded sandwich plates using a higher-order finite element formulation" the nonlinear static behaviors of bidirectional functionally graded sandwich (BFGSW) plates are investigated using a finite element procedure. The plates consist of three layers, a homogeneous core and two bidirectional functionally graded face sheets. A nonlinear finite element formulation in sense of the von Karman nonlinear strain-displacement relation is derived in the basis of a higher-order shear deformation theory.
10p
dathienlang1012
03-05-2024
4
0
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The nonlinear buckling behaviors of the functionally graded graphene platelet reinforced composite (FG-GPLRC) doubly curved shallow shells under external pressure in the thermal environment are introduced and investigated in this paper. The Donnell shell theory and the strain-displacement relationship of von Karman are used. At the bottom surface of FG-GPLRC doubly curve shallow shells, the FG-GPLRC stiffener system in the transverse, longitudinal, or/and oblique directions is installed to increase the bearing capacity of the shallow shells.
10p
dathienlang1012
03-05-2024
0
0
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The purpose of this work is to offer a method for detecting structural damage utilizing the standardized index of the beam's deflection influence line difference as input data for the evaluation procedure. The displacement influence line used in the evaluation is calculated using the findings of the behavior analysis of the reinforced concrete beam's finite element model when subjected to a moving load.
10p
visergey
02-04-2024
5
0
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This article aims to evaluate the effect of air temperature on the seismic response of isolated bridges. A parametric study, with varying temperature conduction, is carried out. The responses of a seismically isolated bridge are evaluated by the peak value of lateral force and displacement.
16p
vigojek
02-02-2024
2
1
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Ebook "Canine behavior a photo illustrated handbook" includes content: Acquired bite inhibition – amplitude, anatomy, anthropomorphism – butt sniff, cache – displacement behavior, distance – distress, domestication – external stimuli, gape – greeting behaviors, habituation – hip slams, infantile – investigatory behavior, learning theory terminology and methodology, lick intention – locomotion,.... and other contents.
188p
haojiubujain09
21-11-2023
5
3
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Part 1 book "Canine behavior - A photo illustrated handbook" includes content: Acquired bite inhibition – amplitude, anatomy, anthropomorphism – butt sniff, cache – displacement behavior, distance – distress, domestication – external stimuli, face off – functional systems, gape – greeting behaviors, habituation – hip slams, infantile – investigatory behavior, learning theory terminology and methodology.
188p
oursky09
12-11-2023
2
2
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Part 2 book "Clinical handbook of feline behavior medicine" includes content: Fear, anxiety, stress behaviors in cats; compulsive and displacement behaviors; aggression toward humans; aggression toward other cats; nuisance destructive unruly behaviors; the senior cat; cat relationships in the home; cats in the clinic.
178p
oursky05
23-10-2023
5
3
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The obsevation from experimental results indicates that: (1) interface shear behavior between well-graded coral soils and steel structure follows the strain hardening rules; (2) the magnitudes of friction resistances between two materials are related to the gradation and grain size of coral soils, for coral sand limit sliding displacement is around 1mm with interface friction angle of 27.9o while for coral sandy-gravel these values are 2-3mm and 32.
8p
vifriedrich
30-08-2023
7
3
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The size dependent large displacement behavior of planar microbeams and microframes is studied in this paper using a corotational beam element. To account for the size effect, the modified couple stress theory (MCST) is employed in conjunction with Euler-Bernoulli beam theory in deriving the internal force vector and the tangent stiffness matrix of the beam element.
16p
viwolverine
11-07-2023
5
2
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In this article, nonlinear dynamic modeling and investigation into the effects of different driving rules on dynamic behavior of a single flexible link manipulator are presented. Dynamic equations are derived from finite element method based on Lagrange approach.
5p
vispyker
16-11-2022
8
2
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In this paper, the finite element models of non-corroded and corroded SFRC beams have been constructed and verified regarding load-displacement curves, crack patterns, and failure modes. Finally, a parametric study also was performed to assess the effect of essential design parameters on the shear strength of SFRC beams under corrosion attacks.
14p
vimclaren
12-10-2022
5
3
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This article introduces a Gaussian process regression using machine learning approach to predict the behavior of reinforced fly ash concrete (RFAC) columns in the form of axial load (N) - midheight lateral displacement (∆) relation curve.
14p
vimclaren
12-10-2022
8
2
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A submarine area close to the Turkish and Greek border between the cities of Samos-Greece and Seferihisar-Turkey has been shaked on October 30, 2020 by a Mw= 6.9 earthquake. In this study, the finite source mechanism of the Samos earthquake was investigated using geodetic methods and the coseismic behavior of the earthquake was modeled. The observed coseismic displacements at 62 sites were inverted for the fault geometry and the slips. The mainshock did not generate an on-land surface rupture. However, the uniform slip modeling shows a finite source of 43.
20p
tanmocphong
29-01-2022
6
0
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The numerical results show a good correlation with the experimental results of the beam specimens, such as load-displacement curves, crack patterns, and failure modes. They allow confirming the capability of the developed FE model to predict the flexural performance of strengthened beams considering CFRP/concrete interfacial behavior.
15p
inception36
30-11-2021
15
2
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The elasto-plastic characteristics of plain concrete are inevitably affected by the loading rate. This paper presents an experimental investigation on the effect of loading rate on flexural behavior of concrete and reinforced concrete (RC) beams, which was carried out with Walter+bai electro-hydraulic servo system.
8p
inception36
30-11-2021
4
1
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In this study, 1000 data sets randomly generated by the FEM through iterations are used for the training process to get optimal weights. Based on these obtained optimal weights, beam behaviors under the changes in material distribution through thickness could then be predicted. In this model, the ANN’s inputs are the gradation index of the power-law distribution and thickness, while the outputs are compliance and beam displacements. The computed results are verified against those derived from the FEM.
12p
inception36
30-11-2021
4
1
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The paper presents a case study of braced excavation using sheet pile wall in Thi Vai soft clay in South East of Ho Chi Minh city, Vietnam. The study is focusing on stress-strain-displacement behavior with field monitoring of lateral displacement of the wall and settlement of the surrounding area while the 11m excavation of the pump pit was performed
13p
chauchaungayxua12
12-05-2021
9
1
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The element using hierarchical functions to interpolate the displacements and rotation is efficient, and it is capable to give accurate dynamic responses by small number of the elements. The effects of the moving mass parameters, material distribution, layer thickness ratio and inclined angle on the dynamic behavior of the FGSW beam are examined and highlighted.
18p
nguaconbaynhay11
07-04-2021
13
1
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The present paper intended to reveal the stresses and temperature distribution in a thin hollow cylinder. The author has investigated the transient thermoelastic problem for evaluation of temperature distribution, displacement and thermal stresses of a thin hollow cylinder. The known boundary conditions are utilized for this purpose. The integral transform technique delivers the solution to the problem. The outcome of this analysis contains an infinite series. The variation of said parameters observed by using necessary graphs.
8p
cleopatrahuynh
01-06-2020
14
1
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