scholarly journals Limit state analysis of reinforced concrete slabs using an integrated radial basis function based mesh-free method

2018 ◽  
Vol 53 ◽  
pp. 1-11 ◽  
Author(s):  
Phuc L.H. Ho ◽  
Canh V. Le ◽  
T. Tran-Cong
2019 ◽  
Vol 219 (1) ◽  
pp. 394-416 ◽  
Author(s):  
Jianbo Long ◽  
Colin G Farquharson

SUMMARY The investigation of using a novel radial-basis-function-based mesh-free method for forward modelling magnetotelluric data is presented. The mesh-free method, which can be termed as radial-basis-function-based finite difference (RBF-FD), uses only a cloud of unconnected points to obtain the numerical solution throughout the computational domain. Unlike mesh-based numerical methods (e.g. grid-based finite difference, finite volume and finite element), the mesh-free method has the unique feature that the discretization of the conductivity model can be decoupled from the discretization used for numerical computation, thus avoiding traditional expensive mesh generation and allowing complicated geometries of the model be easily represented. To accelerate the computation, unstructured point discretization with local refinements is employed. Maxwell’s equations in the frequency domain are re-formulated using $\mathbf {A}$-ψ potentials in conjunction with the Coulomb gauge condition, and are solved numerically with a direct solver to obtain magnetotelluric responses. A major obstacle in applying common mesh-free methods in modelling geophysical electromagnetic data is that they are incapable of reproducing discontinuous fields such as the discontinuous electric field over conductivity jumps, causing spurious solutions. The occurrence of spurious, or non-physical, solutions when applying standard mesh-free methods is removed here by proposing a novel mixed scheme of the RBF-FD and a Galerkin-type weak-form treatment in discretizing the equations. The RBF-FD is applied to the points in uniform conductivity regions, whereas the weak-form treatment is introduced to points located on the interfaces separating different homogeneous conductivity regions. The effectiveness of the proposed mesh-free method is validated with two numerical examples of modelling the magnetotelluric responses over 3-D conductivity models.


2019 ◽  
Author(s):  
Hector Andres Tinoco

This study presents a numerical procedure for the analysis of reinforced concrete slabs (RCS) that obey Nielsen's yield criterion (slabs orthogonally reinforced). An upper bound formulation combined with finite elements was established to solve the kinematic theorem as a conic optimization problem with the aim to determine the maximum bearing capacity of RCS. Discrete Kirchhoff finite elements were implemented and adapted to establish a limit state problem for the yield design. By using Nielsen´s criterion, a kinematic criterion was established applying the flow rule of plasticity. The kinematic criterion was included in the upper bound formulation with the aim to constraint the curvatures of the slab. The upper bound formulation was organized in the standard form of a second order cone programming (SOCP) problem since the kinematic criterion was formulated in conic form. Numerical examples were proposed to test the accuracy of the method including the adaptive remeshing strategy.


2019 ◽  
Vol 29 (2) ◽  
pp. 37-52 ◽  
Author(s):  
Luis Octavio González Salcedo ◽  
Aydee Patricia Guerrero Zúñiga ◽  
Silvio Delvasto Arjona ◽  
Adrián Luis Ernesto Will

Existe una relación compleja y no lineal entre los factores que influyen en la resistencia de diseño y la compresión de hormigones reforzados con fibras de acero. La relación entre las variables de entrada, los factores y la variable de salida, y la resistencia de diseño a la compresión puede ser obtenida por un modelo neuronal artificial, cuyas características sean autoadaptación, autoestudio y mapeo no lineal. En este documento se presenta la elaboración de un modelo neuronal artificial basado en redes neuronales de funciones de base radial. La resistencia de diseño a la compresión en dosificaciones de mezclas de hormigón reforzados con fibras de acero es estimada, predicción que se analiza a partir del coeficiente de correlación R al compararse con los valores reales de la resistencia. Los resultados muestran que los valores estimados usando las redes de base radial coinciden con los valores experimentales, y la capacidad de predicción de la propiedad mecánica del modelo neuronal es mejor que la de otros modelos basados en redes multicapas desarrollados por los autores. El entrenamiento de los modelos neuronales permitió concluir que el uso de relaciones de los materiales es un indicador más adecuado para la comparación entre diferentes dosificaciones de mezclas de hormigón que llevan a similares resistencias a la compresión. Así, se potencia una agenda futura en la generación de nuevos métodos de estudio de la resistencia de diseño a la compresión en hormigones reforzados con fibras metálicas en el campo de la ingeniería.


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