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Tytuł:
Badania ceglanych sklepień koszowych
Analysis of masonry bucket vaults
Autorzy:
Nowak, Rafał
Orłowicz, Romuald
Bezpałov, Włodzimiesz
Powiązania:
https://bibliotekanauki.pl/articles/163595.pdf
Data publikacji:
2019
Wydawca:
Polski Związek Inżynierów i Techników Budownictwa
Tematy:
sklepienie koszowe
badania doświadczalne
badania numeryczne
FRCM
wzmacnianie
basket vault
experimental test
numerical test
strengthening
Opis:
Przeprowadzono analizę efektywności zastosowania siatek FRCM we wzmacnianiu ceglanych sklepień koszowych. Wykonano badania doświadczalne oraz numeryczne. Opracowano monogramy ułatwiające analizę efektu wzmocnienia siatkami FRP.
Reinforcing of masonry bucket vaults with FRCM was analysed. Experimental and numerical tests were made. Monograms of effect of using FRCM mats were provided.
Źródło:
Przegląd Budowlany; 2019, 90, 3; 19-21
0033-2038
Pojawia się w:
Przegląd Budowlany
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Structural design and selected aspects of numerical simulations of a prototype container-platform for intermodal transport
Projekt konstrukcyjny i wybrane aspekty symulacji numerycznych prototypowej platformy-kontenera do transportu intermodalnego
Autorzy:
Krasoń, Wiesław
Dobrowolski, Daniel
Powiązania:
https://bibliotekanauki.pl/articles/2215599.pdf
Data publikacji:
2022
Wydawca:
Uniwersytet Technologiczno-Humanistyczny im. Kazimierza Pułaskiego w Radomiu
Tematy:
metal logs
wood logs
rail transport
road transport
prototype platform-container
FEM numerical test
MBS numerical test
dłużyca metalowa
dłużyca drewniana
transport kolejowy
transport drogowy
prototypowa platforma-kontener
testy numeryczne MES
testy numeryczne MBS
Opis:
The object of the research is a cheap, easy to build basic module with dimensions corresponding to typical railway containers. Such structures can be used to support the intermodal rail-road transport of wooden and metal logs. The basic structure and one assembled from two or more platforms with various longitudinal dimensions ensures high mobility resulting from the modular structure and the possibility of selecting transport configurations as well as the use of various forms of loading - unloading, including: typical crane operations, the use of forklifts or hook winches. The use of a platform-container will eliminate the need to repeat the operation of individual loading or unloading of each unit of the transported load e.g. a single block of wood, a bundle of bars, as a metal log, a single pipe, during each reloading operation - from the place of logging, production, storage, etc. The paper presents selected problems of the preliminary design and numerical strength tests of a single base module of the platform in a prototype version with dimensional equivalent of a 10'-foot railway container.
W pracy przedstawiono wybrane problemy wstępnego projektowania pojedynczego modułu bazowego platformy, odpowiednika wymiarowego 10’ stopowego kontenera kolejowego w wersji prototypowej. Badania wytrzymałościowe innowacyjnej konstrukcji wspomagane są metodami numerycznymi. Omówiono metodykę takich badań z wykorzystaniem MES i metod multibody MBS, zastosowane modele numeryczne oraz wybrane wyniki symulacji komputerowych odpowiadających krytycznym, najbardziej wytężonym wariantom eksploatacyjnym zastosowań platformy np. do załadunków hakowych.
Źródło:
Journal of Civil Engineering and Transport; 2022, 4, 3; 57--66
2658-1698
2658-2120
Pojawia się w:
Journal of Civil Engineering and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Arch bridges under test loadings
Autorzy:
Chróścielewski, J.
Malinowski, M.
Miśkiewicz, E.
Powiązania:
https://bibliotekanauki.pl/articles/243342.pdf
Data publikacji:
2008
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
bridge
FEM
test loads
numerical modelling
arch bridges
Opis:
According to the Polish bridge design code road bridges with spans over 20 m and all railway bridges, before they are given to public usage, all require the conduction of studies during a test loading. This paper is an illustration to the experience in arch bridge test loadings of the research team of Department of Structural Mechanics and Bridge Structures from the Gdansk University of Technology. It concerns the applied computational conceptions and researches on an example of three arch bridges, built between 2005 and 2007. The presented calculations results consists the analysis of spatial construction schemes made using the finite elements method (FEM) and its comparison to the field studies. The goal of the studies is to check the correctness of the construction 's work and of the design assumptions. Arch bridges with the longest spans, visualisation of the computational model, the displacement - deflection graphs of the arch bridge construction, generating the extreme span 's deflections, results of the calculations and field dynamic measurements of the some bridges, example of computation results and field dynamic measurements during the static tests are presented in the paper.
Źródło:
Journal of KONES; 2008, 15, 1; 29-38
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Test Stand for Propellers and Rotors in VTOL Drone Systems
Autorzy:
Wojtas, Małgorzata
Wyszkowski, Przemysław
Mądro, Mirosław
Osiewicz, Maciej
Kmita, Paweł
Powiązania:
https://bibliotekanauki.pl/articles/36812916.pdf
Data publikacji:
2023
Wydawca:
Sieć Badawcza Łukasiewicz - Instytut Lotnictwa
Tematy:
synchronous motors
numerical model
VTOL
propeller
test stand
Opis:
The paper proposes a stand that can be used for the testing of propellers and rotors with diameters up to 2.4 m, whose areas of application encompass, inter alia, vertical takeoff and landing (VTOL) type multi-rotor drone systems. The presented solution allows for testing propellers in systems with electric motors. To a certain extent, it is possible to achieve an increase in the measuring range by changing electric motors, power supply systems and measuring sensors. The paper presents several solutions for test stands that can be applied in the testing of propeller parameters, and commercially available propellers have also been deployed in the testing routines. The paper briefly presents the concept of the stand and its design, as well as the principle of operation and structural calculations underlying its functioning, after which the numerical model of the test stand is explained. The article then demonstrates the particular results of the test stand model’s functioning using the EMRAX 188 electric motor and two propellers, namely a commercial Aerobat propeller and a composite propeller designed and manufactured at the Łukasiewicz - Institute of Aviation. Thus, the paper presents both the theoretical results that follow from the model and the results of experimental research.
Źródło:
Transactions on Aerospace Research; 2023, 1 (270); 67-85
0509-6669
2545-2835
Pojawia się w:
Transactions on Aerospace Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimental validation of the numerical model of a car impact on a road barrier
Autorzy:
Barnat, W.
Bogusz, P.
Dziewulski, P.
Gieleta, R.
Kiczko, A.
Klasztorny, A.
Klasztorny, M.
Niezgoda, T.
Ochelski, S.
Powiązania:
https://bibliotekanauki.pl/articles/245936.pdf
Data publikacji:
2010
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
car - road barrier system
crash test
experimental examinations
numerical simulations
numerical model validation
Opis:
This analysis considers the problem related to the transport safety improvement by applying specialized energy absorbing elements. The advanced finite element method was used to solve this problem. The obtained results permit to estimate the practical usability of the proposed solution. In previous works of the examination team [1-5] a series of numerical analysis of the car -- road barrier dynamical system, directed to the elaboration of the numerical model methodology of an impact problem with the use of chosen CAE programs, was submitted. In this article experimental results of a Suzuki Swift car impact into a standard road barrier arę presented. Tests were carried out at the Automotive Industry Institute (PIMOT) in Warsaw, with the use of a test sample of the road barrier. Presented results of experimental tests serve to validation of a numerical model of the aforementioned system. For the safety sake the car's speed during the experimental examinations was limited to 50 km/h. Moreover, the vehicle hit perpendicularly a properly modified road barrier's sector. Experimental initial boundary and constructional conditions were modelled in numerical examinations. in which a commonlv available Suzuki Swift car model, http://www.ncac.gwu.edu, was used. Numerical analysis was carried out with the use of LS-DYNA system.
Źródło:
Journal of KONES; 2010, 17, 1; 17-27
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Field test and numerical studies of the scissors-AVLB type bridge
Autorzy:
Krason, W.
Malachowski, J.
Powiązania:
https://bibliotekanauki.pl/articles/201143.pdf
Data publikacji:
2014
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
scissor-AVLB type bridge
experimental test
numerical FE analysis
Opis:
Scissor bridges are characterized by high mobility and modular structure. A single module-span consists of two spanning parts of the bridge; two main trucks and the support structure. Pin joints are used between modules of the single bridge span. Some aspects of the experimental test and numerical analysis of the scissor-AVLB type bridge operation are presented in this paper. Numerical analyses, presented here, were carried out for the scissors-type BLG bridge with treadways extended as compared to the classical bridge operated up to the present in the Armed Forces of the Republic of Poland. A structural modification of this kind considerably affects any changes in the effort of the force transmitting structure of the bridge. These changes may prove to be disadvantageous to the whole structure because of torsional moments that additionally load the treadways. Giving careful consideration to such operational instances has been highly appreciated because of the possibility of using this kind of bridges while organizing the crossing for vehicles featured with various wheel/track spaces (different from those used previously). The BLG bridge was numerically analysed to assess displacements and distributions of stresses throughout the bridge structure in different loading modes. Because of the complexity of the structure in question and simplifications assumed at the stage of constructing geometric and discrete models, the deformable 3D model of the scissors-type bridge needs verification. Verification of the reliability of models was performed by comparing deflections obtained in the different load modes that corresponded with tests performed on the test stand. It has been shown that the examined changes in conditions of loading the treadways of the bridge are of the greatest effect to the effort of the area of the joint which is attached to the girder bottom. Stress concentrations determined in the analysis are not hazardous to safe operation of the structure.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2014, 62, 1; 103-112
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Non-linear mastic characteristics based on the modified MSCR (Multiple Stress Creep Recovery) test
Nieliniowa charakterystyka mastyksu na podstawie zmodyfikowanej metody MSCR
Autorzy:
Mazurek, Grzegorz
Pszczoła, Marek
Szydłowski, Cezary
Powiązania:
https://bibliotekanauki.pl/articles/402366.pdf
Data publikacji:
2019
Wydawca:
Politechnika Świętokrzyska w Kielcach. Wydawnictwo PŚw
Tematy:
non-linear viscoelasticity
numerical modelling
MSCR test
mastic
lepkosprężystość nieliniowa
modelowanie numeryczne
test MSCR
mastyks
Opis:
Mastic containing asphalt in its composition is an example of a viscoelastic material. It is an effective binder in asphalt. It consists of a filler (<0.063 mm) and asphalt mixed in the right proportions. Just like in asphalt, its response depends on the temperature level, the load and stress time. Changing the stress stiffness of the mastic affects the non-linear course of the stress-strain relationship. Modelling of the non-linear course of the mastic response for any stress history was performed using a single-integral Schapery equation. Two mastic composites made using filler to asphalt 2:1 ratio, was used in the tests. In addition, the contents of the filler, in one of the compositions, was enriched with hydrated lime in an amount of 15% in relation to the mass of the lime filler. It was found that the use of non-linear viscoelasticity model describes, in a comprehensive manner, the change in strain over time with different stress histories. In addition, hydrated lime reduced strains in the mastic compared to a composition consisting of limestone dust only.
Mastyks zawierający w swoim składzie asfalt jest przykładem materiału lepkosprężystego. Stanowi on efektywne lepiszcze w mieszance mineralno-asfaltowej. Składa się on z wypełniacza (<0,063 mm) oraz asfaltu wymieszanego w odpowiednich proporcjach. Tak samo jak w mma jego odpowiedź zależy od poziomu temperatury, czasu oddziaływania obciążenia. Zmiana sztywności mastyksu wywołana naprężeniem rzutuje na nieliniowy przebieg relacji naprężenia-odkształcenie. Modelowanie nieliniowego przebiegu reakcji mastyksu dla dowolnej historii naprężenia zostało wykonane przy użyciu jednocałkowego równania Schapery’ego. W badaniach wykorzystano dwie kompozycje mastyksu sporządzonego przy proporcji wypełniacza do asfaltu wynoszącego 2:1. Ponadto skład wypełniacza został w jednej z kompozycji wzbogacony o wapno hydratyzowane w ilości 15% w stosunku do masy wypełniacza wapiennego. Stwierdzono, że zastosowanie modelu nieliniowej lepkosprężystości w sposób kompleksowy opisuje zmianę odkształcenia w czasie przy różnej historii występowania naprężna. Ponadto wapno hydratyzowane korzystnie ograniczyło deformacje w mastyksie w stosunku do kompozycji składającej się wyłącznie z mączki wapiennej.
Źródło:
Structure and Environment; 2019, 11, 1; 23-34
2081-1500
Pojawia się w:
Structure and Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Stiffness of railway soil-steel structures
Autorzy:
Machelski, C.
Powiązania:
https://bibliotekanauki.pl/articles/178671.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
soil-steel structure
numerical analysis
stiffness of structure
proof test
Opis:
The considerable influence of the soil backfill properties and that of the method of compacting it on the stiffness of soilsteel structures is characteristic of the latter. The above factors (exhibiting randomness) become apparent in shell deformation measurements conducted during construction and proof test loading. A definition of soil-shell structure stiffness, calculated on the basis of shell deflection under the service load, is proposed in the paper. It is demonstrated that the stiffness is the inverse of the deflection influence function used in structural mechanics. The moving load methodology is shown to be useful for testing, since it makes it possible to map the shell deflection influence line also in the case of group loads (concentrated forces), as in bridges. The analyzed cases show that the shell’s span, geometry (static scheme) and the height of earth fill influence the stiffness of the structure. The soilsteel structure’s characteristic parameter in the form of stiffness k is more suitable for assessing the quality of construction works than the proposed in code geometric index ω applied to beam structures. As shown in the given examples, parameter k is more effective than stiffness parameter λ used to estimate the deformation of soil-steel structures under construction. Although the examples concern railway structures, the methodology proposed in the paper is suitable also for road bridges.
Źródło:
Studia Geotechnica et Mechanica; 2015, 37, 4; 29-36
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical implementation of car impact into the modified road barrier
Autorzy:
Kiczko, A.
Niezgoda, T.
Nowak, J.
Dziewulski, P.
Powiązania:
https://bibliotekanauki.pl/articles/243992.pdf
Data publikacji:
2010
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
road transport
car - road barrier system
crash test
numerical simulations
Opis:
In previous works the research team submitted [1-5] a series of numerical analysis of the car - road barrier dynamical system, directed to the elaboration of the numerical model methodology of an impact problem with the use of the chosen CAE programs. In this article there are presented the results of works on numerical implementation of crash tests of a car with the modified road barrier. The results are presented on the example of the Suzuki Swift car impact into the road barrier, which is equipped with the additional protective panel. The panel consists of the foamed aluminium plate whose fastening to the belt of the W-beam guardrail and a shield presented itself a thin-walled open profile made from the polyester-glass laminate. The whole construction was connected with the W-beam guardrail by riveting. The Geo Metro (Suzuki Swift) car, commonly available model from National Crash Analysis Centre (NCAC), was used for numerical analysis of the car-barrier system. Numerical analysis was carried out with the use of LS-Dyna system. The comparison of the time courses of acceleration, acting on the vehicle centre of gravity and the ways of the barrier and car deformation, achieved by the experimental and simulation ways, took place. The good qualitative and quantitative conformities in accelerations w archieved.
Źródło:
Journal of KONES; 2010, 17, 3; 189-196
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Simulation of stress paths derived from FEM analysis in triaxial tests
Autorzy:
Kowalska, M.
Powiązania:
https://bibliotekanauki.pl/articles/230288.pdf
Data publikacji:
2013
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
badanie laboratoryjne
modelowanie numeryczne
ścieżka naprężenia
badanie trójosiowe
laboratory test
numerical modelling
stress path
triaxial test
Opis:
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loading process of subsoil on a specimen in laboratory tests. Unfortunately laboratory equipment available in many laboratories is sometimes limited to just a triaxial apparatus - the use of which generates difficulties whenever a non-axisymmetric problem is analysed. The author suggests two simple operations that may be done to improve the quality of simulation in triaxial tests. The first one is based on the use of triaxial extension along the segments of the stress path p’-q-θ for which the Lode’s angle values are positive. The second one consists in a modification of the equivalent stress value in such a way that the current stress level in the specimen complies with results of FEM analysis.
Źródło:
Archives of Civil Engineering; 2013, 59, 1; 119-129
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Simulation of heat exchange during simple shear of sheet steel
Symulacja wymiany ciepła w prostym ścinaniu blach stalowych
Autorzy:
Rusinek, A.
Gadaj, S. P.
Nowacki, W. K.
Klepaczko, J. R.
Powiązania:
https://bibliotekanauki.pl/articles/281481.pdf
Data publikacji:
2002
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
shear test
sheet metal
infrared thermography
visco-plastic behavior
numerical simulation
Opis:
An original technique to measure the temperature increase in the shear zone during quasi-static loading of a sheet metal is reported. The set-up used to perform such a test has been developed in IPPT-Warsaw (Gadaj et al., 1996). The tested material is a ES sheet steel (Enhanced Formability) used in automotive industry. In addition, several tests have been performed on this material for different strain rates (...) in LPMM-Metz (Nguyen and Nowacki, 1998; Rusinek and Klepaczko, 2001). The experimental results enabled formulation of original visco-plastic constitutive relations (Rusinek and Klepaczko, 2001). Those constitutive relations have been implement into a numerical code to simulate the experimental results and to compare the temperature gradient in the shear band and to calibrate the heat conduction into the surface contact (specimen-grips). The comparison between the experimental and numerical results yielded complete agreement. Thus, the visco-plastic model implemented in this study is well defined for this type of problem. Moreover, the numerical simulations indicated that at a high strain rate, ... , the heat evacuation to the surface contact of the grips seemed to be negligible. In that case the specimen was thermally isolated and the temperature increase took place essentially within the shear zone.
Przedstawiono oryginalną technikę pomiaru przyrostu temperatury w strefie ścinania w trakcie quasistatycznego obciążenia metalowych blach. Stanowisko badawcze do przeprowadzenia takich badań zostało skonstruowane w IPPT PAN w Warszawie. Badano blachy stalowe typu ES (Enhanced Formability), używane we francuskim przemyśle samochodowym. Dodatkowe badania zostały wykonane w LPMM-Metz, dla tego samego materiału dla innych prędkości deformacji, w zakresie ... . Otrzymane wyniki badań pozwoliły na zaproponowanie oryginalnych równań konstytutywnych lepko-plastycznego zachowania się materiału. Zaimplementowano te równania konstytutywne w programie ABAQUS Standart w celu symulacji wyników doświadczalnych i porównaniu gradientu temperatury w strefie ścinania i kalibracji wymiany ciepła na granicy kontaktu próbka-uchwyt. Otrzymano zgodność wyników doświadczalnych i numerycznych. Stwierdzono, że przyjęty model lepko-plastyczny jest przydatny w badaniach rozważanych w pracy problemów ścinania blach. Ponadto stwierdzono, na podstawie symulacji numerycznej, że dla prędkości deformacji większej od ... , przejmowanie ciepła przez uchwyty od próbki może być pomijalne. W tym przypadku próbka jest termicznie izolowana i przyrost temperatury następuje głównie w strefie ścinania.
Źródło:
Journal of Theoretical and Applied Mechanics; 2002, 40, 2; 317-337
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical simulation of fatigue delamination growth under mode I loading conditions
Autorzy:
Bajurko, P.
Czajkowska, K.
Czarnocki, P.
Szeląg, D.
Powiązania:
https://bibliotekanauki.pl/articles/247320.pdf
Data publikacji:
2012
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
polymeric composite
fatigue delamination
numerical simulation
fatigue test
Paris-Erdogen relationship
Opis:
Delaminations are common defects that deteriorate strength of laminates. Delaminations can arise in the course of manufacturing due to faulty fabrication process or can result from low energy impacts, (e.g. FOD), that can take place in service. Once a delamination has been detected, a question will arise whether the defective component can still stay in service or should be immediately repaired or replaced. Before the decision is made, one of the factors that must be considered is a possible delamination growth rate under the expected service cyclic loading. One of the most effective tools that help to answer this question is a numerical simulation of delamination growth. Relatively easy way to simulate fatigue delamination growth under Mode I loading conditions is presented. The a=f(n) relationship was simulated. The simulation was performed with the help of FEM. The delamination extension resulted from gradual reduction in the stiffness of cohesive elements of length t that were located along the expected delamination path. It was assumed that the delamination would extend by delta a=t if the cohesive element stiffness dropped to 0. The applied degradation procedure of the initial mechanical properties of the cohesive elements was based on Paris low. For each delamination, extension increment the degradation process was limited to the cohesive element adjacent to the delamination front. In case of laminates, so far, there is no standard procedure available to determine Paris low and the one used to determine it for the purpose of the simulation performed is presented, as well. The simulation was ended when the number of cycles simulated exceeded 1000 000. The numerical results were verified against the experimental ones resulting from the four specimens tested and a satisfactory agreement was found. The difference between the a=f(n) relationship obtained by the simulation and the one being the average of the four tests was smaller than the scatter of the tests results.
Źródło:
Journal of KONES; 2012, 19, 2; 17-24
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
An algorithm for approximate identification of relaxation modulus of viscoelastic materials from non-ideal ramp-test histories
Algorytm identyfikacji modułu relaksacji materiałów lepkosprężystych na podstawie nieidealnego testu relaksacji naprężen o nieliniowym odkształceniu wstępnym
Autorzy:
Stankiewicz, A.
Powiązania:
https://bibliotekanauki.pl/articles/792451.pdf
Data publikacji:
2013
Wydawca:
Komisja Motoryzacji i Energetyki Rolnictwa
Tematy:
relaxation test
relaxation modulus
KWW model
identification method
numerical analysis
approximation
Źródło:
Teka Komisji Motoryzacji i Energetyki Rolnictwa; 2013, 13, 1
1641-7739
Pojawia się w:
Teka Komisji Motoryzacji i Energetyki Rolnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of crack propagation in a "pull-out" test
Autorzy:
Gontarz, Jakub
Podgórski, Jerzy
Powiązania:
https://bibliotekanauki.pl/articles/178329.pdf
Data publikacji:
2019
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
pull-out test
rock mechanics
fracture mechanics
numerical modeling of fracture
Opis:
The article describes a computer analysis of the pull-out test used to calculate the force needed to pull out a rock fragment and determine the shape of this broken fragment. The analyzed material is sandstone and porphyry. The analysis included the first approach to using own subroutine in the Simulia Abaqus system, that is, which task is undertaken to accurately determine the crack path of the Finite Element Method model. The work also contains a description of laboratory tests and analytical considerations.
Źródło:
Studia Geotechnica et Mechanica; 2019, 41, 3; 160-170
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Static load test on instrumented pile – field data and numerical simulations
Autorzy:
Krasiński, A.
Wiszniewski, M.
Powiązania:
https://bibliotekanauki.pl/articles/178436.pdf
Data publikacji:
2017
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
foundation piles
static load test
pile instrumentation
strain gage
numerical analysis
Opis:
Static load tests on foundation piles are generally carried out in order to determine load – the displacement characteristic of the pile head. For standard (basic) engineering practices this type of test usually provides enough information. However, the knowledge of force distribution along the pile core and its division into the friction along the shaft and the resistance under the base can be very useful. Such information can be obtained by strain gage pile instrumentation [1]. Significant investigations have been completed on this technology, proving its utility and correctness [8], [10], [12]. The results of static tests on instrumented piles are not easy to interpret. There are many factors and processes affecting the final outcome. In order to understand better the whole testing process and soil-structure behavior some investigations and numerical analyses were done. In the paper, real data from a field load test on instrumented piles is discussed and compared with numerical simulation of such a test in similar conditions. Differences and difficulties in the results interpretation with their possible reasons are discussed. Moreover, the authors used their own analytical solution for more reliable determination of force distribution along the pile. The work was presented at the XVII French-Polish Colloquium of Soil and Rock Mechanics, Łódź, 28–30 November 2016.
Źródło:
Studia Geotechnica et Mechanica; 2017, 39, 3; 17-25
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 46

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