Onate et al 2019a - Revision history

Cinmemj: Cinmemj moved page Draft Samper 863111864 to Onate et al 2019a

2019-01-10T12:34:47Z

Cinmemj moved page Draft Samper 863111864 to Onate et al 2019a

Cinmemj at 12:27, 10 January 2019

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Cinmemj at 12:25, 10 January 2019

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Cinmemj at 12:23, 10 January 2019

2019-01-10T12:23:55Z

Cinmemj at 12:22, 10 January 2019

2019-01-10T12:22:57Z

Cinmemj at 12:22, 10 January 2019

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Cinmemj at 12:21, 10 January 2019

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Cinmemj at 12:18, 10 January 2019

2019-01-10T12:18:31Z

← Older revision		Revision as of 12:27, 10 January 2019
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−		+	Published in ''Engineering Computations'' Vol. 18 (3-4), pp. 642-662, 2001<br />
		+	doi: 10.1108/02644400110387190
	==Abstract==		==Abstract==

@@ Line 761: / Line 761: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-diag121.png|300px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
+|[[Image:Draft_Samper_863111864-test-diag121.png|350px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 18:''' Hollow arc. Equilibrium path and critical load predictions for non damaged material

@@ Line 768: / Line 768: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-80689a.png|350px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
+|[[Image:Draft_Samper_863111864-test-picture-80689a.png|400px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 19:''' Hollow arc. Equilibrium path and critical load predictions for non damaged material
@@ Line 776: / Line 776: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-cffac3.png|350px|Hollow arc with damage: r₀= 8., H = 1]]
+|[[Image:Draft_Samper_863111864-test-picture-cffac3.png|400px|Hollow arc with damage: r₀= 8., H = 1]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 20:''' Hollow arc with damage: <math>r_0 = 8.</math>, <math>H = 1</math>
@@ Line 784: / Line 784: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-1a8d00.png|350px|Hollow arc with damage: r₀= 8., H = 0.5]]
+|[[Image:Draft_Samper_863111864-test-picture-1a8d00.png|400px|Hollow arc with damage: r₀= 8., H = 0.5]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 21:''' Hollow arc with damage: <math>r_0 = 8.</math>, <math>H = 0.5</math>

@@ Line 761: / Line 761: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-diag121.png|350px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
+|[[Image:Draft_Samper_863111864-test-diag121.png|300px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 18:''' Hollow arc. Equilibrium path and critical load predictions for non damaged material

@@ Line 768: / Line 768: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-80689a.png|400px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
+|[[Image:Draft_Samper_863111864-test-picture-80689a.png|350px|Hollow arc. Equilibrium path and critical load predictions for non damaged material]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 19:''' Hollow arc. Equilibrium path and critical load predictions for non damaged material
@@ Line 789: / Line 789: @@
 |}
-Results accounting for the effect of damage (Figures [[#imh-19|19]] and [[#img-20|20]]) show that the critical point again lies on the declining path after the maximum load. The behavior of the structure has changed and the limit and bifurcation points are closer together now. The critical load path shows a deviation when damage occurs. Note again that the CDM yielded the correct critical load value in all cases studied.
+Results accounting for the effect of damage (Figures [[#img-19|19]] and [[#img-20|20]]) show that the critical point again lies on the declining path after the maximum load. The behavior of the structure has changed and the limit and bifurcation points are closer together now. The critical load path shows a deviation when damage occurs. Note again that the CDM yielded the correct critical load value in all cases studied.
 ==6 Conclusions==

← Older revision	Revision as of 12:34, 10 January 2019
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 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-pic07.png|500px|Schematic picture of the bridge]]
+|[[Image:Draft_Samper_863111864-test-pic07.png|400px|Schematic picture of the bridge]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 9:''' Schematic picture of the bridge
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 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-01ffa2.png|500px|Curved bridge. Equilibrium path and critical load prediction for nondamaged material]]
+|[[Image:Draft_Samper_863111864-test-picture-01ffa2.png|400px|Curved bridge. Equilibrium path and critical load prediction for nondamaged material]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 10:''' Curved bridge. Equilibrium path and critical load prediction for nondamaged material
@@ Line 689: / Line 689: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-fd728b.png|500px|Curved bridge with damage: r₀= 0.5, H = 5]]
+|[[Image:Draft_Samper_863111864-test-picture-fd728b.png|400px|Curved bridge with damage: r₀= 0.5, H = 5]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 11:''' Curved bridge with damage: <math>r_0 = 0.5</math>, <math>H = 5</math>

@@ Line 631: / Line 631: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-9b3149.png|500px|Arc structure. Equilibrium path and critical load prediction for nondamaged material]]
+|[[Image:Draft_Samper_863111864-test-picture-9b3149.png|400px|Arc structure. Equilibrium path and critical load prediction for nondamaged material]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 5:''' Arc structure. Equilibrium path and critical load prediction for nondamaged material
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 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-888c36.png|500px|Arc with damage: r₀= 0.1, H = 1]]
+|[[Image:Draft_Samper_863111864-test-picture-888c36.png|400px|Arc with damage: r₀= 0.1, H = 1]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 6:''' Arc with damage: <math>r_0 = 0.1</math>, <math>H = 1</math>
@@ Line 647: / Line 647: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-30306b.png|500px|Arc with damage: r₀= 0.1, H = 0.5]]
+|[[Image:Draft_Samper_863111864-test-picture-30306b.png|400px|Arc with damage: r₀= 0.1, H = 0.5]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 7:''' Arc with damage: <math>r_0 = 0.1</math>, <math>H = 0.5</math>
@@ Line 655: / Line 655: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[Image:Draft_Samper_863111864-test-picture-c8d086.png|500px|Arc with damage: r₀= 0.05, H = 1]]
+|[[Image:Draft_Samper_863111864-test-picture-c8d086.png|400px|Arc with damage: r₀= 0.05, H = 1]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 8:''' Arc with damage: <math>r_0 = 0.05</math>, <math>H = 1</math>