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Tytuł:
An integrated study for solving high vibration problem of a deep well turbine pump
Autorzy:
El-Gazzar, Dalia M.
Powiązania:
https://bibliotekanauki.pl/articles/2203638.pdf
Data publikacji:
2023
Wydawca:
Polska Akademia Nauk. Polskie Towarzystwo Diagnostyki Technicznej PAN
Tematy:
vibration analysis
finite element analysis
modal analysis
resonance
vertical turbine pump
analiza drgań
analiza elementów skończonych
analiza modalna
rezonans
Opis:
Mechanical vibrations are a common problem encountered in many machines, especially for vertical turbine pumps. These pumps are generally difficult to stiffen or damp, but the effective diagnosis must begin with an understanding of the underlying vibratory sources. In the present work, a deep well vertical turbine pump experienced extremely high vibrations for a long time although it still being new. It hasn't been in operation for over 6 months. The pump system suffers from extremely high vibration levels relative to the rotational speed (1X motor dominant frequency). An efficient strategy was implemented by using well-conceived techniques. The experimental modal analysis confirmed a presence of a natural frequency. Modifications were carried out to overcome resonance. Finite element analysis was done to determine the reed critical frequencies as a powerful tool to identify and mitigate vibration issues. On-site motor balancing was done to remove vibrations due to the residual imbalance. Results revealed decreasing vibration level by about 66% after solving all problems.
Źródło:
Diagnostyka; 2023, 24, 2; art. no. 2023209
1641-6414
2449-5220
Pojawia się w:
Diagnostyka
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comprehensive system for simulation of vibration processes during the titanium alloys machining
Autorzy:
Stupnytskyy, Vadym
Xianning, She
Novitskyi, Yurii
Novitskyi, Yaroslav
Powiązania:
https://bibliotekanauki.pl/articles/27309878.pdf
Data publikacji:
2023
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:
titanium alloys
cutting dynamic
simulation
adiabatic shear
finite element analysis
stopy tytanu
dynamika skrawania
symulacja
analiza elementów skończonych
Opis:
Titanium alloys are difficult-to-machine materials due to their complex mechanical and thermophysical properties. An essential factor in ensuring the quality of the machined surface is the analysis and recommendation of vibration processes accompanying cutting. The analytical description of these processes for machining titanium alloys is very complicated due to the complex adiabatic shear phenomena and the specific thermodynamic state of the chip-forming zone. Simulation modeling chip formation rheology in Computer-Aided Forming systems is a practical method for studying these phenomena. However, dynamic research of the cutting process using such techniques is limited because the initial state of the workpiece and tool is a priori assumed to be "rigid", and the damping properties of the fixture and machine elements are not taken into account at all. Therefore, combining the results of analytical modeling of the cutting process dynamics with the results of simulation modeling was the basis for the proposed research methodology. Such symbiosis of different techniques will consider both mechanical and thermodynamic aspects of machining (specific dynamics of cutting forces) and actual conditions of stiffness and damping properties of the “Machine-Fixture-Tool-Workpiece” system.
Źródło:
Archive of Mechanical Engineering; 2023, LXX, 1; 85--105
0004-0738
Pojawia się w:
Archive of Mechanical Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Finite element model updating of steel-concrete composite bridge: A study case of the Ruri bridge in Vietnam
Autorzy:
Nguyen, Duc Cong
Salamak, Marek
Katunin, Andrzej
Gerges, Michael
Abdel-Maguid, Mohamed
Powiązania:
https://bibliotekanauki.pl/articles/27312150.pdf
Data publikacji:
2023
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:
analiza drgań
akcelerometr
model elementów skończonych
uaktualnienie
most betonowy
optymalizacja roju cząstek
algorytm genetyczny
vibration analysis
accelerometer
finite element model
update
concrete bridge
particle swarm optimisation
genetic algorithm
Opis:
The study presents the finite element (FE) model update of the existing simple-spans steel-concrete composite bridge structure using a particle swarm optimisation (PSO) and genetic algorithm (GA) approaches. The Wireless Structural Testing System (STS-WiFi) of Bridge Diagnostic, Inc. from the USA, implemented various types of sensors including: LVDT displacement sensors, intelligent strain transducers, and accelerometers that the static and dynamic historical behaviors of the bridge structure have been recorded in the field testing. One part of all field data sets has been used to calibrate the cross-sectional stiffness properties of steel girders and material of steel beams and concrete deck in the structural members including 16 master and slave variables, and that the PSO and GA optimisation methods in the MATLAB software have been developed with the new innovative tools to interface with the analytical results of the FE model in the ANSYS APDL software automatically. The vibration analysis from the dynamic responses of the structure have been conducted to extract four natural frequencies from experimental data that have been compared with the numerical natural frequencies in the FE model of the bridge through the minimum objective function of percent error to be less than 10%. In order to identify the experimental mode shapes of the structure more accurately and reliably, the discrete-time state-space model using the subspace method (N4SID) and fast Fourier transform (FFT) in MATLAB software have been applied to determine the experimental natural frequencies in which were compared with the computed natural frequencies. The main goal of the innovative approach is to determine the representative FE model of the actual bridge in which it is applied to various truck load configurations according to bridge design codes and standards. The improved methods in this document have been successfully applied to the Vietnamese steel-concrete composite bridge in which the load rating factors (RF) of the AASHTO design standards have been calculated to predict load limits, so the final updated FE model of the existing bridge is well rated with all RF values greater than 1.0. The presented approaches show great performance and the potential to implement them in industrial conditions.
Źródło:
Archives of Civil Engineering; 2023, 69, 3; 425--443
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Mechanical properties of CFST short columns with different void ratios
Autorzy:
Song, Junxi
Han, Zhuowei
Wang, Dawei
Lu, Xiaorui
Powiązania:
https://bibliotekanauki.pl/articles/27312159.pdf
Data publikacji:
2023
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:
rura stalowa wypełniona betonem
ściskanie mimośrodowe
analiza elementów skończonych
zachowanie mechaniczne
stosunek
pustka powietrzna
concrete-filled steel tube
eccentric compression
finite element analysis
mechanical behavior
void ratio
Opis:
In order to study the mechanical behavior of concrete-filled steel tube(CFST) short column with different void ratios under a certain eccentricity. A fiber model of concrete-filled steel tube section with different void heights was established. Compared with existing model test data, the axial force and flexural moment strength models of concrete-filled steel tube columns with different void ratios were established. The results show that, in the case of different void ratios, the cross-section strength envelope shows an overall contraction tendency with the increase of void ratio, and each line is basically parallel. A model for calculating the coefficient of axial load degradation was established. The Han’s flexural moment strength model of the flexural component was revised, and the strength model of concrete-filled steel tube column under eccentric compression considering void ratio was established, which provides a theoretical basis and method for the safety assessment during the operation of concrete-filled steel tube arch bridges.
Źródło:
Archives of Civil Engineering; 2023, 69, 3; 587--596
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Prediction of air permeability and effective thermal conductivity of multifilament polyester yarn by finite element analysis
Przewidywanie przepuszczalności powietrza i efektywnej przewodności cieplnej wielowłókienkowej przędzy poliestrowej za pomocą analizy elementów skończonych
Autorzy:
Siddiqui, Muhammad Owais Raza
Farooq, Salma
Husain, Muhammad Dawood
Faisal, Saira
Powiązania:
https://bibliotekanauki.pl/articles/2202633.pdf
Data publikacji:
2023
Wydawca:
Sieć Badawcza Łukasiewicz - Instytut Chemii Przemysłowej
Tematy:
sportswear
thermal conductivity
air permeability
finite element analysis
odzież sportowa
przewodzenie ciepła
przepuszczalność powietrza
analiza elementów skończonych
Opis:
The effective thermal conductivity and air permeability of a multifilament polyester yarn used in sports T-shirts was investigated by computer modeling using finite element analysis (COMSOL Multiphysics, ABAQUS/CAE). It has been shown that the number of fibers, the porosity of the yarn and the proportion of fibers in the volume fraction of the yarn have a direct effect on the effective thermal conductivity and air permeability of the multifilament yarn. It was found that with the increase in the number of fibers, the porosity of the yarn decreases linearly, while the volume fraction of the fibers increases, and thus the effective thermal conductivity increases. In addition, air permeability decreases exponentially.
Zbadano efektywne przewodzenie ciepła i przepuszczalność powietrza wielowłókienkowej przędzy poliestrowej stosowanej w koszulce sportowej poprzez modelowanie obliczeniowe z użyciem analizy elementów skończonych (COMSOL Multiphysics, ABAQUS/CAE). Wykazano, że liczba włókien, porowatość przędzy oraz udział objętościowy włókien w przędzy mają bezpośredni wpływ na przewodzenie ciepła i przepuszczalność powietrza przędzy wielowłókienkowej. Wraz ze wzrostem liczby włókien porowatość przędzy maleje liniowo, natomiast zwiększa się udział objętościowy włókien, a tym samym efektywne przewodnictwo cieplne. Ponadto przepuszczalność powietrza maleje wykładniczo.
Źródło:
Polimery; 2023, 68, 1; 6--18
0032-2725
Pojawia się w:
Polimery
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analiza MES sprężonych połączeń śrubowych stalowych belek ze słupami
FEM analysis of prestressed bolted connections of steel beams with supports
Autorzy:
Dzun, Michał
Jabłońska-Krysiewicz, Agnieszka
Powiązania:
https://bibliotekanauki.pl/articles/2202703.pdf
Data publikacji:
2022
Wydawca:
Polski Związek Inżynierów i Techników Budownictwa
Tematy:
analiza MES
metoda elementów skończonych
węzeł stalowy
połączenie śrubowe
konstrukcja stalowa
imperfekcja
badanie doświadczalne
FEM analysis
finite element method
steel joint
bolted connection
steel structure
imperfection
experimental investigation
Opis:
Artykuł przybliża czytelnikowi analizę MES węzłów stalowych obarczonych imperfekcjami w strefie styku blachy czołowej. Zawarto w nim podstawowe informacje dotyczące imperfekcji oraz charakterystyk sztywnościowych węzłów doczołowych. Pokazano przebieg tworzenia modelu obliczeniowego oraz rezultaty wynikające z analizy MES.
The article introduces the reader to the FEM analysis of steel nodes with imperfections in the end plate contact surface. Contains basic information on imperfections and stiffness characteristics of the butt nodes. The course of creating the computational model and the results of the FEM analysis are shown.
Źródło:
Przegląd Budowlany; 2022, 93, 11-12; 147--152
0033-2038
Pojawia się w:
Przegląd Budowlany
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Behavior of mat foundation for a ten-story building: fixed base vs three-dimensional soil model
Zachowanie się podłoża z matą dla budynku dziesięciopiętrowego: stała baza a trójwymiarowy model gruntu
Autorzy:
Hasan, Farhaj
Alam, Nazmul
Amin, Al
Hasan, Mahadi
Powiązania:
https://bibliotekanauki.pl/articles/2174678.pdf
Data publikacji:
2022
Wydawca:
Politechnika Świętokrzyska w Kielcach. Wydawnictwo PŚw
Tematy:
elastic modulus
Poisson’s ratio
Finite Element Analysis
FEA
Midas GTS NX
settlement
spring stiffness
moduł sprężystości
współczynnik Poissona
analiza elementów skończonych
osiadanie
sztywność sprężyny
Opis:
Soil is an anisotropic, heterogeneous, and inelastic complex material. It is difficult to represent the exact behavior of soil by numerical modelling in practice. Conventionally, soil is simplified to an idealized model where it is considered isotropic, homogeneous, and behaves elastically under loads. The idealization, in this case, is done using the proper elastic modulus, Poisson’s ratio, and unit weight of soil depending upon the soil type. Although the exact soil behavior is simplified, using Finite Element Analysis (FEA) a more effective result can be obtained. A superstructure was modelled using ETABS using a fixed-base system and the base reaction forces were obtained. A mat and a soil element on which the mat was laid were modelled as a flexible-base system in Midas GTS NX. The base reactions obtained from ETABS were applied to the mat in the soil model to determine the settlements and, consequently, the spring stiffness. The superstructure was then modelled again, incorporating springs under the respective columns. Convergence in settlement, and base reactions were reached by iteration, and the final results from the flexible-base system were then compared with the fixed-base system. The center column settled the most, about 60 mm, and there was a decrease in settlement by 15% between the first model and the final iterated model. The base reaction for center columns decreased by 24% in the flexible base system compared to the fixed base system. However, an increase in base reaction was observed for both side and edge columns. There was an extremely erratic change in grade beams under a flexible base system, which shows that the superstructure elements are also affected by the change in the base system. It is recommended to use this approach, for the analysis of structures considering flexible base systems instead of fixed bases because it enhances the accuracy of analysis with feasible time consumption and less complex effort.
Gleba jest materiałem złożonym anizotropowym, niejednorodnym i nieelastycznym. W praktyce trudno jest dokładnie odwzorować zachowanie gleby za pomocą modelowania numerycznego. Konwencjonalnie glebę upraszcza się do wyidealizowanego modelu, w którym uważa się ją za izotropową, jednorodną i zachowującą się elastycznie pod obciążeniem. Idealizacja w tym przypadku odbywa się za pomocą odpowiedniego modułu sprężystości, współczynnika Poissona i masy jednostkowej gruntu w zależności od rodzaju gruntu. Chociaż dokładne zachowanie gleby jest uproszczone, można uzyskać bardziej efektywne wyniki za pomocą analizy elementów skończonych (FEA). Konstrukcja nośna została wymodelowana za pomocą ETABS przy użyciu systemu stałej podstawy i uzyskano siły reakcji podstawy. Matę i element gruntu, na którym została położona, zamodelowano jako układ o elastycznej podstawie w programie Midas GTS NX. Reakcje bazowe uzyskane z ETABS naniesiono na matę w modelu gruntowym w celu określenia osiadań, a co za tym idzie sztywności sprężystej. Następnie ponownie wymodelowano konstrukcję nośną, włączając sprężyny pod odpowiednimi kolumnami. Zbieżność osiadania i reakcji bazowych została osiągnięta przez iterację, a końcowe wyniki z systemu o elastycznej podstawie zostały następnie porównane z systemem o stałej podstawie. Kolumna środkowa osiadła najbardziej, około 60 mm, a między pierwszym modelem a ostatecznym modelem iterowanym nastąpił spadek osiadania o 15%. Reakcja podstawy dla kolumn centralnych zmniejszyła się o 24% w systemie z podstawą elastyczną w porównaniu z systemem z podstawą stałą. Zaobserwowano jednak wzrost odczynu zasadowego zarówno dla kolumn bocznych, jak i krawędziowych. Nastąpiła bardzo nieregularna zmiana belek niwelacyjnych pod elastycznym systemem bazowym, co pokazuje, że zmiany w systemie bazowym mają również wpływ na elementy konstrukcji nośnej. Zaleca się stosowanie tego podejścia do analizy konstrukcji z uwzględnieniem elastycznych systemów bazowych zamiast stałych baz, ponieważ zwiększa to dokładność analizy przy możliwej czasochłonności i mniejszym wysiłku.
Źródło:
Structure and Environment; 2022, 14, 4; 153--160
2081-1500
Pojawia się w:
Structure and Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Design and analysis of cementless hip-joint system using functionally graded material
Autorzy:
Asiri, Saeed
Powiązania:
https://bibliotekanauki.pl/articles/2065758.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
functionally graded material
cementless hip-joint system
natural frequency
harmonic response
fatigue analysis
finite element analysis
modal analysis
odpowiedź harmoniczna
analiza zmęczeniowa
analiza elementów skończonych
analiza modalna
Opis:
Functionally Graded Materials (FGM) are extensively employed for hip plant component material due to their certain properties in a specific design to achieve the requirements of the hip-joint system. Nevertheless, if there are similar properties, it doesn’t necessarily indicate that the knee plant is efficiently and effectively working. Therefore, it is important to develop an ideal design of functionally graded material femoral components that can be used for a long period. A new ideal design of femoral prosthesis can be introduced using functionally graded fiber polymer (FGFP) which will reduce the stress shielding and the corresponding stresses present over the interface. Herein, modal analysis of the complete hip plant part is carried out, which is the main factor and to date, very few research studies have been found on it. Moreover, this enhances the life of hip replacement, and the modal, harmonic, and fatigue analysis determines the pre-loading failure phenomena due to the vibrational response of the hip. This study deals with the cementless hip plant applying the finite element analysis (FEA) model in which geometry is studied, and the femoral bone model is based in a 3D scan.
Źródło:
Archive of Mechanical Engineering; 2022, LXIX, 1; 129--146
0004-0738
Pojawia się w:
Archive of Mechanical Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of bolt configurations on stiffness for steel-wood-steel connection loaded parallel to grain for softwoods in Malaysia
Autorzy:
Razim, Nur Liza
Sheng, Francis Ting Shyue
Karim, Abdul Razak Abdul
Nabialek, Marcin
Abdullah, Mohd Mustafa Al Bakri
Sroka, Marek
Powiązania:
https://bibliotekanauki.pl/articles/2174044.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
sztywność
analiza elementów skończonych
połączenie śrubowe
połączenie stal-drewno-stal
drewno miękkie
Eurokod 5
stiffness
finite element analysis
bolt connection
steel-wood-steel connection
softwood
Eurocode 5
Opis:
Steel-wood-steel connection is widely seen in many applications, such as timber structures. The stiffness of steel-wood-steel connection loaded parallel to grain for softwoods originated from Malaysia was investigated in this study. Numerical models have been developed in ABAQUS to study the stiffness connection. Softwoods of Damar Minyak and Podo have been selected in this analysis. The comprehensive study focused on the effect of bolt configurations on stiffness. Numerical analysis is carried out and the developed model has been validated with the previous study. Further investigations have been made by using the validated model. From this model, numerical analysis of the stiffness values have been made for various bolt configurations, including bolt diameter, end distance, bolt spacing, number of rows and bolts and edge distance. The result shows that the stiffness of bolted timber connections for softwood depends on the bolt diameter, number of rows and bolts, end distance and edge distance. Based on the result, stiffness increased as the diameter of the bolt, end distance, number of rows and bolts and edge distance increased. It is also discovered that the stiffness equation in Eurocode 5 (EC5) is inadequate as the equation only considered parameters which are wood density and bolt diameter. Other connection parameters such as geometry are not considered in the EC5 equation.
Źródło:
Archives of Civil Engineering; 2022, 68, 3; 323--338
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
FEM numerical simulation of contact stresses between driving shaft and hub impeller of fuel pump
Autorzy:
Wiater, M.
Chladek, G.
Żmudzki, J.
Powiązania:
https://bibliotekanauki.pl/articles/2201038.pdf
Data publikacji:
2022
Wydawca:
Stowarzyszenie Komputerowej Nauki o Materiałach i Inżynierii Powierzchni w Gliwicach
Tematy:
fibre reinforcement composite
fuel pump
impeller
shaft
hub wear
contact stress
finite elements analysis
FEA
kompozyty wzmocnione włóknami
pompa paliwa
wirnik
wał
zużycie piasty
naprężenia kontaktowe
analiza elementów skończonych
Opis:
Purpose: The aim of the work was to test the contact stresses in the model system of the turbine hub cooperating with the fuel pump drive shaft. The hypothesis of the work was that, by means of FEA, it is possible to assess the contact stresses in the materials of the turbine hub and the fuel pump shaft during torque transmission. Design/methodology/approach: A turbine with fibre-reinforced polyphenylene sulphide (PPS) composite cooperating with a stainless steel shaft (X46Cr13/1.4034) in a commonly used D-flat shape joint was selected for the experimental research. To assess contact stresses, the CAD model (NX, Siemens) of the entire turbine was limited to the hub area. The drive shaft is supported in accordance with the bearing in the fuel pump, and the possibility of rotation about the axis along the length of the torque-producing magnet is taken away. The system was loaded with a torque of 200 Nmm on the turbine. The turbine hub and shaft were calculated, taking into account the phenomenon of contact detachment or slip at the value of the friction coefficient of 0.1. Findings: The pressure transmission area was found in the area at the edge of the flat surface D-flat and on the opposite side of the D-convexity. The contact stresses on the D-flat side reached values close to the composite strength. Research limitations/implications: The studies did not take into account the technological inaccuracies, thermal deformation, local material properties, and wear. The value of the friction coefficient was not measured in realistic conditions with fuel lubrication. Practical implications: FEA has been achieved, which allows to reduce the cost of experimental research. Originality/value: The proposed model allows for further studies of the influence of elasticity of various materials and structures on contact stresses in order to assess wear resistance.
Źródło:
Journal of Achievements in Materials and Manufacturing Engineering; 2022, 113, 1; 13--21
1734-8412
Pojawia się w:
Journal of Achievements in Materials and Manufacturing Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Gravitational water vortex: Finite element analysis based design and implementation
Autorzy:
Vinayakumar, B.
Rahul, Antony
Binson, V.A.
Youhan, Sunny
Powiązania:
https://bibliotekanauki.pl/articles/2202881.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
gravitation water vortex
renewable energy
green energy
finite element analysis
FEA
modelling
grawitacyjny wir wodny
energia odnawialna
zielona energia
analiza elementów skończonych
MES
modelowanie
Opis:
The following work gives the details of the modelling, simulation, and testing of a small portable gravitational water vortex (GWV) based power plant. The gravitation water vortex is an ideal source of renewable energy for rural areas that have a small body of flowing water. For this purpose, we have selected a small size for the vortex chamber that enables it to form a vortex with limited amounts of water. The paper gives the details of the simulation of the GWV in COMSOL FEA software and the parameters that were chosen for optimization. These parameters were the height of the vortex chamber, the number of blades, the length of the blades, and the tilt angle of the blades. These parameters were systematically varied step by step, to observe their effect on the speed of the rotor. The results of the parametric sweep that was performed on all the parameters are also presented. Based on the simulation results an optimal set of parameters was chosen for the physical implementation of the GWV. The paper also goes into the details of the construction of the physical GWV, the experimental setup that was devised for the testing and verification of the simulation results.
Źródło:
Chemical and Process Engineering; 2022, 43, 3; 357--368
0208-6425
2300-1925
Pojawia się w:
Chemical and Process Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical analysis of an auxetic anti-tetrachiral sandwich panel subjected to steady-state harmonic base motion
Autorzy:
Michalski, Jakub
Stręk, Tomasz
Powiązania:
https://bibliotekanauki.pl/articles/24202005.pdf
Data publikacji:
2022
Wydawca:
Politechnika Poznańska. Instytut Mechaniki Stosowanej
Tematy:
steady state dynamics
auxetic
sandwich panel
base motion
finite element analysis
dynamika stanu ustalonego
auksetyk
płyta warstwowa
analiza elementów skończonych
Opis:
In this paper, the authors show the results of numerical simulations representing the test of an aluminum sandwich panel with an auxetic anti-tetrachiral core on an exciter. Steady-state vibration analyses utilizing modal superposition (linear dynamics) were performed. The bottom of the panel had all the degrees of freedom constrained and excitation in form of base acceleration in the vertical direction was applied. The obtained results were in form of contour plots of selected output variables in the frequency domain. In addition, curves showing the variation of acceleration, velocity and displacement of a selected representative point in frequency were generated. The results were compared with those obtained for the panel with a non-auxetic core, in the form of a standard hexagonal honeycomb. It was found that the auxetic panel is not superior in the whole range of frequencies but a workflow useful in the design of sandwich panels for operating conditions involving vibrations was developed.
Źródło:
Vibrations in Physical Systems; 2022, 33, 3; art. no. 2022323
0860-6897
Pojawia się w:
Vibrations in Physical Systems
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Overall buckling performance of high strength steel welded I-sections under combined axial compression and bending
Autorzy:
Huang, Bing
Zhang, Wen-Fu
Powiązania:
https://bibliotekanauki.pl/articles/2174009.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
połączenie belka-słup
ściskanie osiowe
zginanie
analiza elementów skończonych
stal o wysokiej wytrzymałości
wyboczenie
dwuteownik spawany
beam-column connection
axial compression
bending
finite element analysis
high strength steel
overall buckling
welded I-section
Opis:
This paper presents a numerical investigation into the high strength steel (HSS) welded I-section overall buckling performance with respect to the major axis under combined axial compression and bending. The validation of FE models compared with the existing test data to verify the appropriateness of the element division and boundary condition was firstly conducted. In line with the FE arrangement verified, separate 890 numerical models, covering a broader range of eight steel grades (460 MPa, 500 MPa, 550 MPa, 620 MPa, 690 MPa, 800 MPa, 890 MPa and 960 MPa), different overall slenderness and various eccentricities were designated. Subsequently, the comparison of the resistance prediction codified design rules in EN1993-1-1, ANSI/AISC 360-10 and GB50017-2017 was preferentially operated, by the instrumentality of the normalized axial compression-bending moment curves. The results graphically revealed that, the provision given in ANSI/AISC 360-10 concerned in the present work was the most loose, whereas, the corresponding content set out in EN1993-1-1 and GB50017-2017 was relatively on the safe side. Taking account of the FE results, the conservative shortcomings of the considered rules in EN1993-1-1 and GB50017-2017 were further highlighted. Especially, the disparity of EN1993-1-1 and numerical results was higher to 27%, from the perspective of a definition given in the present work. In contrast, the provision in ANSI/AISC 360-10 yielded a relatively accurate prediction, on average. Based on the numerical program, an alternative formula for the HSS welded I-section beam-columns with a general expression form was sought, which intimately reflected the effect of overall slenderness.
Źródło:
Archives of Civil Engineering; 2022, 68, 3; 369--384
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Uszkodzenie i wzmocnienie prefabrykowanych przestawnych ścian oporowych w magazynie materiałów sypkich
Damage and reinforcement of prefabricated adjustable retaining walls in a bulk material warehouse
Autorzy:
Kamiński, Mieczysław
Drzazga, Michał
Kaźmierowski, Maciej
Drzazga, Marek
Powiązania:
https://bibliotekanauki.pl/articles/2202735.pdf
Data publikacji:
2022
Wydawca:
Polski Związek Inżynierów i Techników Budownictwa
Tematy:
ściana oporowa
ściana prefabrykowana
ściana żelbetowa
uszkodzenie
pęknięcie
wzmocnienie
analiza obliczeniowa
MES
metoda elementów skończonych
retaining wall
precast wall
reinforced concrete wall
damage
crack
reinforcement
calculation analysis
FEM
finite element method
Opis:
W artykule opisano studium przypadku uszkodzenia prefabrykowanej, przestawnej ściany oporowej o konstrukcji żelbetowej (dolny fragment) i stalowej (górny fragment). Omówiono przyczyny oraz zakres uszkodzeń. Przeprowadzono analizy numeryczne metodą elementów skończonych (MES) w zakresie wybranych elementów konstrukcyjnych ściany w stanie istniejącym oraz po wykonaniu wzmocnienia. Przedstawiono najważniejsze elementy projektu wzmocnienia wykonanego w programie opartym o technologię BIM.
This paper describes a case study of damage to a precast, repositionable retaining wall made of reinforced concrete (lower section) and steel (upper section). The causes and extent of damage are discussed. Numerical analyses using the finite element method (FEM) of selected structural elements in the existing state and after strengthening were carried out. The most important elements of the wall strengthening project made in a BIM-based software are presented.
Źródło:
Przegląd Budowlany; 2022, 93, 9-10; 20--23
0033-2038
Pojawia się w:
Przegląd Budowlany
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of the structural response of Beirut port concrete silos under blast loading
Autorzy:
Ismail, Sahar Ali
Raphael, Wassim
Durand, Emmanuel
Kaddah, Fouad
Geara, Fadi
Powiązania:
https://bibliotekanauki.pl/articles/1852380.pdf
Data publikacji:
2021
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
obciążenie wybuchem
uszkodzenie
analiza elementów skończonych
interakcja grunt-konstrukcja-fundament
silos betonowy
blast loading
failure
finite element analysis
soil-structure-foundation interaction
concrete silo
Opis:
Several months after August 4, 2020, Lebanon is still recovering from the enormous explosion at the port of Beirut that killed more than 200 people and injured more than 7500. This explosion ripped the city to shreds and significantly damaged the Beirut port silos. Saint Joseph University of Beirut “the school of engineering ESIB” in collaboration with “Amann” Engineering performed a 3D scan of the Beirut port silos to assess the silos’ level of damage. The obtained data was then compared to the numerical modelling results, obtained from Abaqus explicit, in order to estimate the blast magnitude and to check if the pile foundation can be reused in building new silos at the same place due to the limited space available at the port of Beirut while considering the soil-foundation-structure interaction effect. In addition, the silos’ structural response against the filling of the silos at the time of explosion was investigated. The displacement of the silos and the amount of silos’ damage obtained from the fixed and flexible numerical models indicate that a blast magnitude of 0.44 kt TNT (approximately 1100 tons of Ammonium Nitrate) best estimates the 20 to 30 cm silos’ tilting in the direction of the blast. In addition, the soil and the foundation played a positive role by absorbing part while dissipating less amount of the blast energy. Also, the grains at the time of the event did not affect the silos’ deformation and damage amount. Noting that the displacement of the pile foundation exceeded all limits set by design codes, indicating that the pile foundation cannot be reused to build new silos at the same place.
Źródło:
Archives of Civil Engineering; 2021, 67, 3; 619-638
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł

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