Quasi Static Method
Mostrando 1-12 de 14 artigos, teses e dissertações.
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1. System to measure torsion modulus of polymers using the deformation energy method
Abstract This paper presents an alternative method to measure the torsion modulus, G, for samples of polymers. We constructed a measurement system with a force sensor (FS) and a rotational movement sensor (RMS) to obtain a relationship between force (F) and torsion angle (θ). An expression that could return the value of G was deduced using the deformation e
Polímeros. Publicado em: 01/08/2019
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2. Ultimate strength formulations for FPSO stiffened panels under combined compression and shear with initial imperfections and damage
Abstract Accidental collision of striking objects, such as a supply vessel, into the side panel of a FPSO highly influences its ultimate strength assessment. An empirical formula for predicting the ultimate strength of damaged stiffened panels under combined loading of shear and longitudinal compression is empirically derived in this work based on curve fitt
Lat. Am. j. solids struct.. Publicado em: 29/10/2018
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3. Finite Element Method Based Modeling of Resistance Spot-Welded Mild Steel
Abstract This paper deals with Finite Element refined and simplified models of a mild steel spot-welded specimen, developed and validated based on quasi-static cross-tensile experimental tests. The first model was constructed with a fine discretization of the metal sheet and the spot weld was defined as a special geometric zone of the specimen. This model pr
Lat. Am. j. solids struct.. Publicado em: 2016-11
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4. Seismic performance of ductility classes medium RC beam-column connections with continuous rectangular spiral transverse reinforcements
The seismic performance of RC columns can considerably be improved through the use of continuous spiral reinforcement in terms of ductility and energy dissipation capacity. Since the beam-column connections were subjected to brittle failure after earthquakes, the simultaneous application of this method in both beams and columns could greatly improve the seis
Lat. Am. j. solids struct.. Publicado em: 2015-08
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5. Experimental study on granite and the determination of its true strain-rate effect
To accurately determine the true strain-rate effect of granite in split Hopkinson pressure bar (SHPB) tests, systematic experimental studies from quasi-static to dynamic loading on the same batch of granite samples is required. Therefore, firstly, splitting, uniaxial and triaxial compression tests were used to study the mechanical response of granite under d
Lat. Am. j. solids struct.. Publicado em: 2015-08
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6. Soil-Framed Structure Interaction Analysis - A New Interface Element
AbstractInterfacial behavior between soil and shallow foundation has been found so influential to combined soil-footing performance and redistribution of forces in the superstructure. This study introduces a new thin-layer interface element formulated within the context of finite element method to idealize interfacial behavior of soil-framed structure intera
Lat. Am. j. solids struct.. Publicado em: 2015-04
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7. Evaluation of energy absorption performance of steel square profiles with circular discontinuities
This article details the experimental and numerical results on the energy absorption performance of square tubular profile with circular discontinuities drilled at lengthwise in the structure. A straight profile pattern was utilized to compare the absorption of energy between the ones with discontinuities under quasi-static loads. The collapse mode and energ
Lat. Am. j. solids struct.. Publicado em: 2014
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8. A importância da região de estabilidade no problema de análise de estabilidade de tensão em sistemas elétricos de potência / The importance of stability region in the problem of voltage stability in power systems
Neste trabalho, estuda-se o problema de estabilidade de tensão do ponto de vista dinâmico, enfocando a análise nas instabilidades originadas por grandes perturbações. A modelagem utilizada nestes estudos envolve dinâmicas que possuem múltiplas escalas de tempo, mas na prática, os problemas de instabilidade de tensão estão geralmente associados às
Publicado em: 2011
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9. A numerical study about the determination of parameters in an incompressible and linearly elastic solid / Estudo numérico sobre a determinação de parâmetros em um sólido elástico-linear e incompressível
The theory of classical linear elasticity is used to model of problems in medical physics that are related to the determination of elastic parameters of biological tissues from the measurement in vivo, or, in vitro of either displacements or strains. Based on experimental observations, which indicate that the abnormal biological tissues have different mechan
Publicado em: 2008
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10. Analysis of static and dynamic problems in anisotropic plate bending using boundary element methods / Analise de problemas estaticos e dinamicos em placas anisotropicas utilizando o metodo dos elementos de contorno
Here, static and dynamic analysis of a number of anisotropic problems using the boundary element method are presented. The formulation used is developed fram the elastostatic fundamental solutions and the domain integraIs due to inertial terms are transformed into boundary integraIs by using the dual recipracity method. Application is made to the calculation
Publicado em: 2005
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11. Finite element-based model for crack propagation in polycrystalline materials
In this paper, we use an extended form of the finite element method to study failure in polycrystalline microstructures. Quasi-static crack propagation is conducted using the extended finite element method (X-FEM) and microstructures are simulated using a kinetic Monte Carlo Potts algorithm. In the X-FEM, the framework of partition of unity is used to enrich
Computational & Applied Mathematics. Publicado em: 2004-12
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12. Solução de problemas poroelasticos atraves do metodo dos elementos de contorno
The Biot s theory af poroelasticity is revisited making it more easily applicable to practical problems. The parameters used by Biot are redefined as functions of other ones with an easier and simpler physical interpretation. This helps their determination and the understanding of poroelastic phenomena. The equations that govern the theory of quasi-static li
Publicado em: 1995