Temat: safety barriers - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Analysis of displacement of a concrete barrier on impact of a vehicle. theoretical model and experimental validation
Autorzy:: Prochowski, L.
Powiązania:: https://bibliotekanauki.pl/articles/247667.pdf
Data publikacji:: 2010
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: transport
road transport
road safety
roadside crash
concrete barrier
safety barriers
Opis:: A vehicle hitting a traffic barrier creates a major threat to traffic safety as a result of displacement of components of the barrier by the forces transferred from the vehicle. We built a theoretical model of the dynamics of such processes and behaviour of concrete barriers set on various types of surfaces. We calculated the displacement as a function of vehicle impact energy and barrier base. We completed analytical approximation for our calculations and we referred the theoretical results to experimental test results. This validated our model of barrier and vehicle movement dynamics as fully qualified for use in the planning of safer barriers and evaluation of barrier effect on traffic. Basing on our calculations, we determined that a second-order polynomial can be used for describing the lateral displacement of a barrier placed on various types of surfaces for a wide range of impact energies (actually, from O to 120 kJ). The courses of the approximating function represent an efficient model for determining the maximum lateral displacement of a concrete barrier on impact of a B or C segment vehicle.
Źródło:: Journal of KONES; 2010, 17, 4; 399-406
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Numerical analysis of road infrastructure components on an example of SP -01, SP -04 and SP -09 barriers
Numeryczna analiza podatności elementów infrastruktury drogowej na przykładzie barier SP-01, SP-04 i SP-09
Autorzy:: Niezgoda, T.
Barnat, W.
Dziewulski, P.
Powiązania:: https://bibliotekanauki.pl/articles/246454.pdf
Data publikacji:: 2007
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: transport
bezpieczeństwo
bariera drogowa
transportation
safety
road barriers
Opis:: The paper presents results of numerical investigations on elements of road infrastructure, such as the protective barriers. Three selected structural elements of road barriers: SP-01, SP-04 and SP-09 have been analyzed. For stakes, separators and guides modelling, shell type elements were applied. Specialised finite elements method software - MSC Dytran, permitting to quickly variable processes simulating -was used for analyse. Numeric simulations of crash process were done, for different configurations of structure solutions, and this permit to deeply analyze the road barriers deformation character. The chosen cases of numeric models were verified in empirical mode and this permit do make a total resistance analyze of all energy absorbing structure during crash. The SP-01 barrier has the littlest value of retardation impulse, which is the result of complicated method of structure deformation resulting from bending and torsion of the stake (using an extension arm). Such important energy absorption is due to system eccentricity, resulting from eccentricity due to a long connector. Obtained results will be used as guidelines to elaborate a method for such structures examination, and it will be possible to use them in the future research jobs in the frame of security augmentation in the road transport.
W artykule przedstawiono wyniki numerycznych prac badawczych nad elementami infrastruktury drogowej w postaci barier ochronnych. Analizie poddano trzy wybrane elementy konstrukcyjne barier drogowych SP-01, spP-04 i SP-09. Do zamodelowania słupków, przekładek, prowadnic użyto elementów typu shell. Do analizy wykorzystano specjalistyczne oprogramowanie metody elementów skończonych MSC Dytran pozwalające na symulacje procesów szybkozmiennych. Przeprowadzone symulacje numeryczne procesu zderzenia, dla różnych konfiguracji rozwiązań konstrukcyjnych, pozwoliły na dogłębne zapoznanie się z charakterem deformacji barierek drogowych. Wybrane przypadki modeli numerycznych zostały zweryfikowane w sposób doświadczalny, co pozwoliło na kompleksową analizę wytrzymałością całej konstrukcji energochłonnej podczas zderzenia. Najmniejszą wartość impulsu opóźnienia posiada bariera SP-01. Jest to spowodowane złożonym sposobem odkształcenia konstrukcji wynikłym ze zginania i skręcania (przez zastosowanie wysięgnika) słupka. Tak duża energochłonność spowodowana jest mimośrodowością układu wynikłą z mimośrodowości spowodowanej długim łącznikiem. Otrzymane wyniki posłużą jako wytyczne do opracowania metodyki badania tego typu struktur i będą mogły być wykorzystywane w dalszych pracach badawczych w zakresie zwiększenia poziomu bezpieczeństwa w transporcie drogowym.
Źródło:: Journal of KONES; 2007, 14, 3; 451-458
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Experimental-numerical analysis of steel - foam energy - absorbing panels for road barriers modernization
Autorzy:: Niezgoda, T.
Ochelski, S.
Klasztorny, M.
Barnat, W.
Kiczko, A.
Dziewulski, P.
Powiązania:: https://bibliotekanauki.pl/articles/246007.pdf
Data publikacji:: 2010
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: numerical simulations
road transport
road barriers
passive safety
Opis:: The works on steel -foam energy-absorbing structures for the road barrier W-beam guardrail were carried out because of the necessity of increasing the passive safety of road barriers [1-5]. A road barrier guardrail is made of steel sections. These types of sections are characterized by good strain properties, although their energy-absorbing abilities and possibilities for "softer" vehicle impact energy are unsatisfactory. In order to increase energy-absorption on the road barrier guardrail additional tin-foam sections were used. Experimental tests on the modifled road barrier guardrail were carried out on a testing machine INSTRON at the Faculty of Mechanics and Applied Informatics of the Military Academy of Technology. Two meters long W-beam guardrail was investigated in a three point bending test, perpendicularly and under the angle of 20°. As a result of the experimental research diagrams of dependence of bending force on displacement were obtained. On the basis of aforementioned diagrams the energy that was absorbed by individual road barrier elements: tin coating, foam insert and steel guardrail, was estimated. Obtained results of the experimental research were also compared with the results of the numerical simulation of the finite elements method in LS-DYNA system.
Źródło:: Journal of KONES; 2010, 17, 1; 309-315
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: Investigation of road barriers on their abilities to absorb energy of hitting
Autorzy:: Niezgoda, T.
Kiczko, A.
Barnat, W.
Dziewulski, P.
Powiązania:: https://bibliotekanauki.pl/articles/244885.pdf
Data publikacji:: 2008
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: numerical simulations
validation
road transport
road barriers
passive safety
Opis:: In the article, the results of tests and numerical computations of road infrastructure elements-protective barriers are presented. On the base of carried out tests (in laboratory conditions) the forms of deformations of each of elements and their assemblies, components of road protective barriers, were described. The determination of stiffness of each type of barriers, at the moment of their destruction, enabled to elaborate the methodology of the construction of numerical models and numerical simulations of the process of the barrier destruction. The absorption of energy of three subassemblies of road barriers, consisting of the W-beam guard rail section of 0.7 m, a post and SP01, SP05 and SP09 mounting hardware, was experimentally determined. From the comparison, the experimental results with the numerical simulation ones it is seen that proposed numerical models with a good accuracy present the behaviour of the real elements of barriers. Investigations enabled to estimate the distribution of absorbed energy of each constructional elements of barriers at the moment of their destruction. Further step in the investigation is to be an attempt to modify the construction, paying special attention to increasing its ability to absorb energy of collision. On this base, the protective road barrier system can be enriched with elements absorbing energy. Great energy absorbing abilities have elements which are subjected to progressive destruction e.g. by plastic deformation or delamination of elements produced from relatively cheap fiberglass reinforced plastic composites. The elaborated methodology of numerical simulation with the use of LS-DYNA software enables the essential shortening of the test period of worked out solutions.
Źródło:: Journal of KONES; 2008, 15, 4; 383-391
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 5.

Tytuł:: Numerical analysis of progressive failure of composite energy absorbing structures
Autorzy:: Niezgoda, T.
Barnat, W.
Powiązania:: https://bibliotekanauki.pl/articles/243301.pdf
Data publikacji:: 2008
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: transport safety
road barriers
numerical analysis
energy-absorbing element
FEM
Opis:: The aim of the paper was to compare the influence of the applied fill on the energy absorbed by the energy ubsorbing structural elements made of composite, steel and from composite with fill foam. The experimental tests were carried out on an INSTRON universal testing machine at the speed rate of the machine's traverse equal 10 mm/min md the numerical analysis has been performed using MSC. Dytran software based on the Finite Element Method. The elements were subjected to axial kinematic loads. The higher specific absorbed energy occurs in the case of energy absorbing elements made of composites and from composite with fill foam. These elements can be applied in structures designed for the protection of people or limitation of the whole structure failure, e.g. in the case of a helicopter or car crash etc. The failure progressing in a relatively uniform manner results in the fact that the work md for failure of an energy absorbing element causes a substantial reduction of the impact load results. Application of energy absorbing elements may be a system dissipating the energy of a car impact into a crash barrier. The results of numerical simulation of stiffness plate hitting to the road barrier are presented. Experimental tests and numerical simulations were also presented for a composite sleeve subjected to progressive failure, which allowed carrying out simulation and analysis of a crash into a road barrier protected by a system of two such sleeves.
Źródło:: Journal of KONES; 2008, 15, 1; 169-181
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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