Onate Zarate 2010a - Revision history

Cinmemj at 10:34, 4 January 2019

2019-01-04T10:34:29Z

Cinmemj at 10:31, 4 January 2019

2019-01-04T10:31:42Z

Cinmemj at 10:26, 4 January 2019

2019-01-04T10:26:04Z

Cinmemj at 10:25, 4 January 2019

2019-01-04T10:25:28Z

Cinmemj at 10:24, 4 January 2019

2019-01-04T10:24:38Z

Cinmemj at 10:23, 4 January 2019

2019-01-04T10:23:48Z

Cinmemj at 10:22, 4 January 2019

2019-01-04T10:22:43Z

Cinmemj at 10:20, 4 January 2019

2019-01-04T10:20:48Z

Cinmemj at 10:19, 4 January 2019

2019-01-04T10:19:12Z

Cinmemj at 10:17, 4 January 2019

2019-01-04T10:17:49Z

@@ Line 1,396: / Line 1,396: @@
 [35]  Shrinivas S, Rao AK. Flexure of thick rectangular plates. ''Journal Applied Mechanics'' 1973; 298&#8211;299.
+<!--
 <div id='img-5'></div>
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
@@ Line 1,404: / Line 1,404: @@
 | colspan="1" | '''Figure 5:''' Simple supported square plate (soft support) under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
 |}
 <div id='img-6'></div>

@@ Line 1,404: / Line 1,404: @@
 | colspan="1" | '''Figure 5:''' Simple supported square plate (soft support) under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
 |}
 <div id='img-6'></div>
@@ Line 1,492: / Line 1,494: @@
 | colspan="1" | '''Figure 16:''' Cantilever thick beam under central point load. Convergence of end deflection and distribution of deflection  for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh
 |}

@@ Line 1,248: / Line 1,248: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig1.png|400px|Simple supported thick beam under uniform load. Convergence of central   deflection and distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig1.png|500px|Simple supported thick beam under uniform load. Convergence of central   deflection and distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 13:''' Simple supported thick beam under uniform load. Convergence of central   deflection and distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh
@@ Line 1,256: / Line 1,256: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig2.png|400px|Simple supported thick beam under central point load. Convergence of central deflection  and distribution of the deflection for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig2.png|500px|Simple supported thick beam under central point load. Convergence of central deflection  and distribution of the deflection for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 14:''' Simple supported thick beam under central point load. Convergence of central deflection  and distribution of the deflection for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh
@@ Line 1,264: / Line 1,264: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig3.png|400px|Cantilever thick beam under uniform load. Convergence of end deflection and   distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig3.png|500px|Cantilever thick beam under uniform load. Convergence of end deflection and   distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 15:''' Cantilever thick beam under uniform load. Convergence of end deflection and   distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh
@@ Line 1,272: / Line 1,272: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig4.png|400px|Cantilever thick beam under central point load. Convergence of end deflection and distribution of deflection  for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig4.png|500px|Cantilever thick beam under central point load. Convergence of end deflection and distribution of deflection  for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 16:''' Cantilever thick beam under central point load. Convergence of end deflection and distribution of deflection  for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh

@@ Line 1,248: / Line 1,248: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig1.png|600px|Simple supported thick beam under uniform load. Convergence of central   deflection and distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig1.png|400px|Simple supported thick beam under uniform load. Convergence of central   deflection and distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 13:''' Simple supported thick beam under uniform load. Convergence of central   deflection and distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh
@@ Line 1,256: / Line 1,256: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig2.png|600px|Simple supported thick beam under central point load. Convergence of central deflection  and distribution of the deflection for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig2.png|400px|Simple supported thick beam under central point load. Convergence of central deflection  and distribution of the deflection for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 14:''' Simple supported thick beam under central point load. Convergence of central deflection  and distribution of the deflection for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh
@@ Line 1,264: / Line 1,264: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig3.png|600px|Cantilever thick beam under uniform load. Convergence of end deflection and   distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig3.png|400px|Cantilever thick beam under uniform load. Convergence of end deflection and   distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 15:''' Cantilever thick beam under uniform load. Convergence of end deflection and   distribution of the deflection   for different meshes of CCB+ elements. Bending moment and shear   force diagrams for 40 element mesh
@@ Line 1,272: / Line 1,272: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-vigas_fig4.png|600px|Cantilever thick beam under central point load. Convergence of end deflection and distribution of deflection  for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
+|[[Image:Draft_Samper_940614781-vigas_fig4.png|400px|Cantilever thick beam under central point load. Convergence of end deflection and distribution of deflection  for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 16:''' Cantilever thick beam under central point load. Convergence of end deflection and distribution of deflection  for different meshes of CCB+ elements. Bending moment and shear   force diagrams for  40 element mesh

@@ Line 1,232: / Line 1,232: @@
 |-
 | colspan='7' style="text-align: left;" | Convergence achieved in a maximum of 4 iterations for each mesh
-|- style="font-size: 75%;" |<span id='table-1'></span>Table. 1 Simply supported square thick plate (hard support) under uniform load. Normalized central deflection values for <math>t/L =0.10</math> for the meshes of Figure [[#img-5|5]]
+|+ style="font-size: 75%;" |<span id='table-1'></span>Table. 1 Simply supported square thick plate (hard support) under uniform load. Normalized central deflection values for <math>t/L =0.10</math> for the meshes of Figure [[#img-5|5]]
 |}

@@ Line 1,199: / Line 1,199: @@
 {|  class="floating_tableSCP wikitable" style="text-align: center; margin: 1em auto;min-width:50%;"
 |- style="border-top: 2px solid;"
 | colspan='7' | SS (hard) square thick plate. Uniform load, <math>t/L =0.10</math>
@@ Line 1,233: / Line 1,232: @@
 |-
 | colspan='7' style="text-align: left;" | Convergence achieved in a maximum of 4 iterations for each mesh
-|+ style="font-size: 75%;" |<span id='table-1'></span>Table. 1 Simply supported square thick plate (hard support) under uniform load. Normalized central deflection values for <math>t/L =0.10</math> for the meshes of Figure [[#img-5|5]]
+|- style="font-size: 75%;" |<span id='table-1'></span>Table. 1 Simply supported square thick plate (hard support) under uniform load. Normalized central deflection values for <math>t/L =0.10</math> for the meshes of Figure [[#img-5|5]]
 |}

@@ Line 1,113: / Line 1,113: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig1.png|300px|Some of meshes of BPT+ elements used for analysis of square and circular plates]]
+|[[Image:Draft_Samper_940614781-placas_fig1.png|330px|Some of meshes of BPT+ elements used for analysis of square and circular plates]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 4:''' Some of meshes of BPT+ elements used for analysis of square and circular plates
@@ Line 1,121: / Line 1,121: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig2.png|500px|Simple supported square plate (soft support) under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
+|[[Image:Draft_Samper_940614781-placas_fig2.png|600px|Simple supported square plate (soft support) under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 5:''' Simple supported square plate (soft support) under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
@@ Line 1,129: / Line 1,129: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig3.png|500px|Simple supported square plate (soft support) under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours]]
+|[[Image:Draft_Samper_940614781-placas_fig3.png|600px|Simple supported square plate (soft support) under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 6:''' Simple supported square plate (soft support) under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
@@ Line 1,137: / Line 1,137: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig4.png|500px|Clampled square plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours]]
+|[[Image:Draft_Samper_940614781-placas_fig4.png|600px|Clampled square plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 7:''' Clampled square plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
@@ Line 1,145: / Line 1,145: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig5.png|500px|Clampled square plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
+|[[Image:Draft_Samper_940614781-placas_fig5.png|600px|Clampled square plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 8:''' Clampled square plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
@@ Line 1,153: / Line 1,153: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig6.png|500px|Simple supported circular plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
+|[[Image:Draft_Samper_940614781-placas_fig6.png|600px|Simple supported circular plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 9:''' Simple supported circular plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
@@ Line 1,161: / Line 1,161: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig7.png|500px|Simple supported circular plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
+|[[Image:Draft_Samper_940614781-placas_fig7.png|600px|Simple supported circular plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 10:''' Simple supported circular plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
@@ Line 1,169: / Line 1,169: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig8.png|500px|Clampled circular plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
+|[[Image:Draft_Samper_940614781-placas_fig8.png|600px|Clampled circular plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 11:''' Clampled circular plate under uniform load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours
@@ Line 1,177: / Line 1,177: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_940614781-placas_fig9.png|500px|Clampled circular plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
+|[[Image:Draft_Samper_940614781-placas_fig9.png|600px|Clampled circular plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of Mₓ and Qₓ along the   central line and their contours ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 12:''' Clampled circular plate under central point load. Convergence of  central   deflection for different thicknesses. Upper curves show convergence of the   vertical deflection and the shear angles for a thick plate with the number   of iterations. Lower curves show the distribution of <math>M_x</math> and <math>Q_x</math> along the   central line and their contours