Amezcua Rivera Milian 2022a - Revision history

HAmezcuaR at 22:52, 22 June 2023

2023-06-22T22:52:33Z

Rimni at 09:40, 20 June 2023

2023-06-20T09:40:19Z

Rimni at 09:39, 20 June 2023

2023-06-20T09:39:18Z

Rimni at 09:38, 20 June 2023

2023-06-20T09:38:40Z

Rimni at 09:38, 20 June 2023

2023-06-20T09:38:00Z

Rimni at 09:37, 20 June 2023

2023-06-20T09:37:42Z

Rimni at 08:49, 20 June 2023

2023-06-20T08:49:52Z

Rimni: /* Referencias */

2023-06-19T14:17:10Z

‎Referencias

Rimni at 14:08, 19 June 2023

2023-06-19T14:08:19Z

Rimni at 14:06, 19 June 2023

2023-06-19T14:06:54Z

@@ Line 655: / Line 655: @@
 [4] Belytschko T., Bachrach W.E.  Efficient implementation of the quadrilaterals with high coarse-mesh accuracy. Computer Methods in Applied Mechanics and Engineering, 54:279-301, 1986.
-[5] Amezcua H.R., Ayala A.G. A computationally efficient numerical integration scheme for non-Linear plane-stress/strain FEM applications using one-point constitutive model evaluation. Structural Engineering and Mechanics, 85(1):89-104, 2023.
+[5] Amezcua H.R., Ayala A.G. A computationally efficient numerical integration scheme for non-Linear plane-stress/strain FEM applications using one-point constitutive model evaluation. Structural Engineering and Mechanics, 85(1):89-104, 2023. DOI:10.12989/SEM.2023.85.1.089
 [6] Bassa B., Sabourin F.,  Brunet M. A new nine-node solid-shell finite element using complete 3D constitutive laws. International Journal for Numerical Methods in Engineering, 92(7):589–636, 2012.

@@ Line 204: / Line 204: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:auto;"
 |-style="text-align:center"
-! Propiedades !! Magnitud y unidades
+! style="text-align: left;"| Propiedades !! Magnitud y unidades
 |-style="text-align:center"
 |  Módulo de elasticidad
 |  <math display="inline">E=</math><math>38000</math> MPa
 |-
-|  style="text-align: center;"|Relación de Poisson
+|  style="text-align: left;"|Relación de Poisson
 |  style="text-align: center;"|<math>v=0.20</math>
 |-
-|  style="text-align: center;"|Resistencia a tensión
+|  style="text-align: left;"|Resistencia a tensión
 |  style="text-align: center;"|<math display="inline">{f}_{t}=3</math> MPa
 |-
-|  style="text-align: center;"|Energía de fractura
+|  style="text-align: left;"|Energía de fractura
 |  style="text-align: center;"|<math display="inline">{G}_{f}=0.06</math> N/mm
 |-
-|  style="text-align: center;"|Ancho de grieta
+|  style="text-align: left;"|Ancho de grieta
 |  style="text-align: center;"|<math display="inline">h=</math><math>5</math> mm
 |}

@@ Line 566: / Line 566: @@
 {| class="wikitable" style="margin: 0em auto 0.1em auto;border-collapse: collapse;width:50%;"
 |-style="background:white;"
-|style="text-align: center;padding:10px;"| [[File:Fig. 21.png|420px]]
+|style="text-align: center;padding:10px;"| [[File:Fig. 21.png|400px]]
 |-
 | style="background:#efefef;text-align:left;padding:10px;font-size: 85%;"| '''Figura 21'''. Diagrama de reacción-desplazamiento para la viga con muesca (sin regularización)

@@ Line 542: / Line 542: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:auto;"
 |-style="text-align:center"
-! Propiedades !! Magnitud y unidades
+! style="text-align: left;"| Propiedades !! Magnitud y unidades
 |-
-|  style="text-align: center;"|Módulo de elasticidad
+|  style="text-align: left;"|Módulo de elasticidad
 |  style="text-align: center;"|<math display="inline">E=</math><math>20000</math> MPa
 |-
-|  style="text-align: center;"|Relación de Poisson
+|  style="text-align: left;"|Relación de Poisson
 |  style="text-align: center;"|<math>v=0.20</math>
 |-
-|  style="text-align: center;"|Resistencia a tensión
+|  style="text-align: left;"|Resistencia a tensión
 |  style="text-align: center;"|<math display="inline">{f}_{t}=2.4</math> MPa
 |-
-|  style="text-align: center;"|Energía de fractura
+|  style="text-align: left;"|Energía de fractura
 |  style="text-align: center;"|<math display="inline">{G}_{f}=0.113</math> N/mm
 |-
-|  style="text-align: center;"|Ancho de grieta
+|  style="text-align: left;"|Ancho de grieta
 |  style="text-align: center;"|<math display="inline">h=</math><math>5</math> mm
 |}

@@ Line 462: / Line 462: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:auto;"
 |-style="text-align:center"
-! style="text-align:center| Propiedades !! Magnitud y unidades
+! style="text-align:left| Propiedades !! Magnitud y unidades
 |-
 |  style="text-align: left;"|Módulo de elasticidad

@@ Line 386: / Line 386: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:auto;"
 |-style="text-align:center"
-!  Modelo !! Factor de ajuste <math display="inline">k</math>
+!  style="text-align:left"| Modelo !! Factor de ajuste <math display="inline">k</math>
 |-
-|  style="text-align: center;"|Modelo de 5 dientes
+|  style="text-align: left;"|Modelo de 5 dientes
 |  style="border-top: 1pt solid black;text-align: center;"|<math>k=1.35</math>
 |-
-|  style="text-align: center;"|Modelo de 10 dientes
+|  style="text-align: left;"|Modelo de 10 dientes
 |  style="text-align: center;"|<math>k=1.17</math>
 |-
-|  style="text-align: center;"|Modelo de 20 dientes
+|  style="text-align: left;"|Modelo de 20 dientes
 |  style="text-align: center;"|<math>k=1.08</math>
 |}

@@ Line 651: / Line 651: @@
 [2] Contrafatto L., Cuomo, M. A new thermodynamically consistent continuum model for hardening plasticity coupled with damage. International Journal of Solids and Structures, 39:6241-6271, 2002.
-[3] Belytschko T., Bindeman L.P. Assumed strain stabilization of the 4-node quadrilateral with 1-point quadrature for nonlinear problems, Computer Methods in Applied Mechanics and Engineering, 88:311–340, 1991.
+[3] Belytschko T., Bindeman L.P. Assumed strain stabilization of the 4-node quadrilateral with 1-point quadrature for nonlinear problems. Computer Methods in Applied Mechanics and Engineering, 88:311–340, 1991.
 [4] Belytschko T., Bachrach W.E.  Efficient implementation of the quadrilaterals with high coarse-mesh accuracy. Computer Methods in Applied Mechanics and Engineering, 54:279-301, 1986.
-[5] Amezcua H.R., Ayala A.G. A computationally efficient numerical integration scheme for non-Linear plane-stress/strain FEM applications using one-point constitutive model evaluation. Structural engineering and mechanics, 85(1):89-104, 2023.
+[5] Amezcua H.R., Ayala A.G. A computationally efficient numerical integration scheme for non-Linear plane-stress/strain FEM applications using one-point constitutive model evaluation. Structural Engineering and Mechanics, 85(1):89-104, 2023.
 [6] Bassa B., Sabourin F.,  Brunet M. A new nine-node solid-shell finite element using complete 3D constitutive laws. International Journal for Numerical Methods in Engineering, 92(7):589–636, 2012.

@@ Line 364: / Line 364: @@
 {| style="border: 0pt solid black;vertical-align: center;margin:auto;width: 100%;"
 |-
-| <math>{b}_{i}=\left\{ \begin{matrix}\left( 1-\frac{1}{a}\right) ,\, \, Si\, 0\leq i<n-1\\1,\, \, Si\, \&i=n-1\end{matrix}\right.</math>
+| <math>{b}_{i}=\left\{ \begin{matrix}\left( 1-\frac{1}{a}\right) ,\, \, \hbox{Si }\, 0\leq i<n-1\\1,\, \, \hbox{Si }\, \& i=n-1\end{matrix}\right.</math>
 |}
 |  style="border: 0pt solid black;text-align: right;vertical-align: center;width: 5px;text-align: right;white-space: nowrap;"|(13)

@@ Line 352: / Line 352: @@
 {| style="border: 0pt solid black;vertical-align: center;margin:auto;width: 100%;"
 |-
-| <math>k=\sqrt{\displaystyle\frac{{G}_{f}/h}{\sum\limits_{i=0}^{n-1}\displaystyle\frac{1}{2}\left( {f}_{ti}^{2}/{E}_{i}\right) {b}_{i}}}</math>
+| <math>k=\sqrt{\displaystyle\frac{{G}_{f}/h}{\displaystyle\sum_{i=0}^{n-1}\displaystyle\frac{1}{2}\left( {f}_{ti}^{2}/{E}_{i}\right) {b}_{i}}}</math>
 |}
 |  style="border: 0pt solid black;text-align: right;vertical-align: center;width: 5px;text-align: right;white-space: nowrap;"|(12)