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Wyszukujesz frazę "flexural response" wg kryterium: Temat


Wyświetlanie 1-3 z 3
Tytuł:
Numerical and experimental verification of impact response of laminated aluminum composite structure
Autorzy:
Wang, Jifeng
Morris, Tyler P.
Bihamta, Reza
Pan, Ye-Chen
Powiązania:
https://bibliotekanauki.pl/articles/140133.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
laminated aluminum structure
axial drop
buckling
three-point bending
flexural response
delamination
Opis:
Laminated Aluminum Composite Structure (LACS) has shown great potential for replacing traditional bulk aluminum parts, due to its ability to maintain low manufacturing costs and create complex geometries. In this study, a LACS, that consists of 20 aluminum layers joined by a structural tape adhesive, was fabricated and tested to understand its impact performance. Three impact tests were conducted: axial drop, normal and transverse three-point bending drop tests. Numerical simulations were performed to predict the peak loads and failure modes during impacts. Material models with failure properties were used to simulate the cohesive failure, interfacial failure, and aluminum fracture. Various failure modes were observed experimentally (large plastic deformation, axial buckling, local wrinkling, aluminum fracture and delamination) and captured by simulations. Cross-section size of the axial drop model was varied to understand the LACS buckling direction and force response. For threepoint bending drop simulations, the mechanism causing the maximum plastic strain at various locations in the aluminum and adhesive layers was discussed. This study presents an insight to understand the axial and flexural responses under dynamic loading, and the failure modes in LACS. The developed simulation methodology can be used to predict the performance of LACS with more complex geometries.
Źródło:
Archive of Mechanical Engineering; 2020, LXVII, 2; 127-147
0004-0738
Pojawia się w:
Archive of Mechanical Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modelling and assessment of a single pile subjected to lateral load
Autorzy:
Abbas, J. M.
Chik, Z.
Taha, M. R.
Powiązania:
https://bibliotekanauki.pl/articles/178422.pdf
Data publikacji:
2018
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
piles
lateral response
slenderness ratio
flexural rigidity
3D FE analysis
Opis:
A three-dimensional finite element technique was used to analyse single pile lateral response subjected to pure lateral load. The main objective of this study is to assess the influence of the pile slenderness ratio on the lateral behaviour of single pile. The lateral single pile response in this assessment considered both lateral pile displacement and lateral soil resistance. As a result, modified p-y curves for lateral single pile response were improved when taking into account the influence lateral load magnitudes, pile cross sectional shape and flexural rigidity of the pile. The finite element method includes linear elastic, Mohr-Coulomb and 16-nodes interface models to represent the pile behaviour, soil performance and interface element, respectively. It can be concluded that the lateral pile deformation and lateral soil resistance because of the lateral load are always influenced by lateral load intensity and soil type as well as a pile slenderness ratio (L/D). The pile under an intermediate and large amount of loading (in case of cohesionless soil) has more resistance (low lateral displacement) than the pile embedded on the cohesion soil. In addition, it can be observed that the square-shaped pile is able to resist the load by about 30% more than the circular pile. On the other hand, pile in cohesionless soil was less affected by the change in EI compared with that in cohesive soil.
Źródło:
Studia Geotechnica et Mechanica; 2018, 40, 1; 65-78
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Surface load testing of new circular and elliptical metal culverts at shallow cover
Autorzy:
Moore, I. D.
Regier, C.
Hoult, N. A.
Powiązania:
https://bibliotekanauki.pl/articles/384023.pdf
Data publikacji:
2017
Wydawca:
Politechnika Poznańska. Wydawnictwo Politechniki Poznańskiej
Tematy:
small size metal culverts
surface load response
flexural strength limits
laboratory testing
AASHTO design procedures
Opis:
Tests conducted in the GeoEngineering laboratory at Queen’s examined the ultimate strength of buried circular and elliptical metal culverts under shallow cover. A circular culvert of 0.9 m diameter at cover depth of 0.45 m responding to a single wheel pair load at the ground surface over the crown was found to have strength controlled by full plastic moments developing at the shoulders and crown. This failure mechanism is different to that addressed in the AASTHO standards (which examines springline thrusts), and it occurred at loads lower than the required load capacity. Testing of a horizontal ellipse of 1.6 m span and 1.35 m rise was also conducted at 0.45 m of cover, but under simulated tandem axle loading. This structure also had strength controlled by bending at the shoulders and crown. Comparisons of experimental thrusts were made to estimates based on AASTHO design equations. These demonstrated that the maximum live load thrusts observed in the culverts at 0.45 m of cover were 136% and 197% of the AASHTO design estimates (for the circular and elliptical structures, respectively), while design estimates of thrust for cover of 0.9 m were reasonable and conservative compared to the experimental observations at that greater depth. Further study is recommended with the aim of either defining minimum burial depths for which AASHTO design can be employed, or changing the design equations for estimating thrust demand and introducing consideration of flexural limit states for small span corrugated steel pipes at shallow cover.
Źródło:
Archiwum Instytutu Inżynierii Lądowej; 2017, 23; 219-227
1897-4007
Pojawia się w:
Archiwum Instytutu Inżynierii Lądowej
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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