Slenderness
Mostrando 13-24 de 36 artigos, teses e dissertações.
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13. Geometrically nonlinear analysis of thin-walled laminated composite beams
Abstract The use of thin-walled composite beams in Engineering has attracted great interest in recent years. Composite beams and other structural elements tend to have thin walls due to the high strength of the material. Other important aspect is that, even without reaching large strains and without overcoming the elastic limit of the material, such as beams
Lat. Am. j. solids struct.. Publicado em: 2015-11
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14. Ultimate Strength of Continuous Stiffened Aluminium Plates Under Combined Biaxial Compression and Lateral Pressure
Abstract Ultimate compressive strength of welded stiffened aluminium plates under combined biaxial in-plane compression and different levels of lateral pressure is assessed herein. A numerical database of the ultimate strengths for stiffened aluminium plates is generated at first. Then, regression analysis is applied in order to derive the empirical formulat
Lat. Am. j. solids struct.. Publicado em: 2015-09
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15. Semi-analytical Vibration Characteristics of Rotating Timoshenko Beams Made of Functionally Graded Materials
AbstractFree vibration analysis of rotating functionally graded (FG) thick Timoshenko beams is presented. The material properties of FG beam vary along the thickness direction of the constituents according to power law model. Governing equations are derived through Hamilton's principle and they are solved applying differential transform method. The good agre
Lat. Am. j. solids struct.. Publicado em: 2015-07
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16. Numerical and theoretical studies on cold-formed steel unlipped channels subjected to axial compression
This paper presents both the analytical and theoretical investigations on ultimate load carrying capacity and behaviour of CFS unlipped channels with their ends fixed and subjected to axial compression. The numerical studies have been carried out in the elastic as well as in the plastic ranges of loading. The slenderness ratio of the channels chosen is 40, 8
Lat. Am. j. solids struct.. Publicado em: 2015-01
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17. A numerical investigation into ultimate strength and buckling behavior of locally corroded steel tubular members
This paper presents the results of anumerical investigation into ultimate strength of locally corroded tubular member sunder axial compressive loads. A parametric finite element approach was used in order to simulatestructuralbehavior of damaged members. The results were then examined against an available experimental test. Validated models were used to deri
Lat. Am. j. solids struct.. Publicado em: 2014-11
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18. Study on the capacity of cold-formes steel built-up battened colums under axial compression
This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the
Lat. Am. j. solids struct.. Publicado em: 2014
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19. Avaliação estatística do erro de modelos de resistência para elementos lineares de concreto armado da ABNT NBR 6118:2007 / Statistical evaluation of resistance modelling error for linear elements of concrete structures of ABNT NBR 6118:2007
In a design of structures, it should be considered the intrinsic uncertainties to the present variables in the structure and in the structural concept, such as intensity and action distribution, mechanic properties of the material, geometric parameters of the structure and structural analysis and calculus models. Thus, the structural safety can only be measu
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 03/08/2012
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20. Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento. / Modeling of the dynamic behaviour of steel-concrete composite buildings submited to wind actions.
Based on a favorable economic scenario and technological advances of material sciences and construction processes, in the last three decades, the Brazilian cities have presented a substantial growth, with respect to construction of residential and commercial multi-storey buildings. Nowadays, these buildings present greater slenderness and have been construct
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 04/05/2012
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21. DENDROECOLOGIA DE Cedrela fissilis (Vell.) NA REGIÃO DE SANTA MARIA, RS / DENDROECOLOGY OF Cedrela fissilis (Vell.) IN THE SANTA MARIA REGION OF RS
Cedrela fissilis (Vell.) is a species that has a considerable growth and a high quality wood, and because of that it is a potential species for native forests management. However, for the proper handling of this species is necessary the knowledge about its self-ecology and its dynamic in the forest. In order to contribute to the advancement of forest managem
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 28/02/2011
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22. Flexural motions under accelerating loads of structurally prestressed beams with general boundary conditions
The transverse vibration of a prismatic Rayleigh beam resting on elastic foundation and continuously acted upon by concentrated masses moving with arbitrarily prescribed velocity is studied. A procedure involving generalized finite integral transform, the use of the expression of the Dirac delta function in series form, a modification of the Struble's asympt
Latin American Journal of Solids and Structures. Publicado em: 2010-09
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23. Análise teórica e experimental do comportamento de modelos de pilares esbeltos de concreto de alta resistência, considerando a ductilidade / Theoretical and experimental analysis of slender high-strength concrete columns, considering the ductility
Esta tese discute as análises teórica e experimental de pilares de seção retangular, esbeltos, confinados por estribos, de concreto de alta resistência, sujeitos à flexo-compressão, considerando os estados limites últimos de ruptura do concreto ou por deformação excessiva das barras da armadura ou por instabilidade. Foram ensaiados 12 modelos de pi
Publicado em: 2010
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24. MODELAGEM DO INCREMENTO DE ÁRVORES INDIVIDUAIS DE Cedrela odorata L. NA FLORESTA AMAZÔNICA / MODELLING THE INDIVIDUAL TREES INCREMENT OF Cedrela odorata L. IN THE AMAZONIAN FOREST.
The periodic growth in basal area of 62 trees of cedro (Cedrela odorata L.) was reconstructed from 2005 to 2008, by dendrochronological techniques in Porto Acre, AC, to quantify and describe the growth rate by relationship with morfometric variable, competition index, sociological position, crown shape and occurrence of lianas on the crown. Significant diffe
Publicado em: 2009