From c1daa19f71dbf4908e11a81f8d36e2ded97143e9 Mon Sep 17 00:00:00 2001
From: =?UTF-8?q?Joaqu=C3=ADn=20Iraz=C3=A1bal=20Gonz=C3=A1lez?=
 <jirazabal@cimne.upc.edu>
Date: Thu, 4 Jul 2024 13:25:07 +0200
Subject: [PATCH] [Dam] Correct joint constitutive law name (#983)

* Minor changes in joints description

* Correct variable name
---
 kratos.gid/apps/Dam/write/write.tcl          |  2 +-
 kratos.gid/apps/Dam/xml/ConstitutiveLaws.xml | 10 +++++-----
 2 files changed, 6 insertions(+), 6 deletions(-)

diff --git a/kratos.gid/apps/Dam/write/write.tcl b/kratos.gid/apps/Dam/write/write.tcl
index a6b2f3169..2531d49e0 100644
--- a/kratos.gid/apps/Dam/write/write.tcl
+++ b/kratos.gid/apps/Dam/write/write.tcl
@@ -81,7 +81,7 @@ proc ::Dam::write::UpdateMaterials { } {
             dict set matdict $mat THICKNESS  1.0
             set newconstlaw "IsotropicDamageCohesive2DLaw"
         }
-        if {$constlaw eq "IsotropicDamageCohesive2DLawPlaneStrain"} {
+        if {$constlaw eq "IsotropicDamageCohesive2DPlaneStrain"} {
             dict set matdict $mat THICKNESS  1.0
             set newconstlaw "IsotropicDamageCohesive2DLaw"
         }
diff --git a/kratos.gid/apps/Dam/xml/ConstitutiveLaws.xml b/kratos.gid/apps/Dam/xml/ConstitutiveLaws.xml
index 4401fb4eb..2aef9f45a 100644
--- a/kratos.gid/apps/Dam/xml/ConstitutiveLaws.xml
+++ b/kratos.gid/apps/Dam/xml/ConstitutiveLaws.xml
@@ -61,7 +61,7 @@
     <!--3D  Interface laws-->
     <CLaw n="ElasticCohesive3DLaw" pn="Joint Elastic Cohesive 3D"  Type="Interface3D" behaviour="Elastic"
     StrainSize="6"  AnalysisType="Linear,Non-Linear"
-	  help="Elastic law (no breakage) for joints in 3D problems" Dimension="3D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AllowsAnisotropy="False"   DamageType="Local,NonLocal" >
+	  help="Elastic Cohesive law (no breakage) for joints in 3D problems" Dimension="3D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False" AllowsAnisotropy="False"   DamageType="Local,NonLocal" >
         <inputs>
             <parameter n="NORMAL_STIFFNESS" pn="Normal stiffness" unit_magnitude="F/L" units="N/m" v="0.3e06" />
             <parameter n="SHEAR_STIFFNESS" pn="Shear stiffness" unit_magnitude="F/L" units="N/m" v="0.3e06" />
@@ -199,8 +199,8 @@
     </CLaw>
 
     <!--2D  Interface laws-->
-    <CLaw n="ElasticCohesive2DPlaneStrain" pn="Simplified Joint Plane Strain"  Type="InterfaceStrain" behaviour="Elastic" StrainSize="3"   DamageType="Local,NonLocal"
-          help="Simplified law for joints in Plane Strain problems" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False"   AnalysisType="Linear,Non-Linear">
+    <CLaw n="ElasticCohesive2DPlaneStrain" pn="Joint Elastic Cohesive Plane Strain"  Type="InterfaceStrain" behaviour="Elastic" StrainSize="3"   DamageType="Local,NonLocal"
+          help="Elastic Cohesive law (no breakage) for joints in Plane Strain problems" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False"   AnalysisType="Linear,Non-Linear">
         <inputs>
             <parameter n="NORMAL_STIFFNESS" pn="Normal stiffness" unit_magnitude="F/L" units="N/m" v="0.3e06" />
             <parameter n="SHEAR_STIFFNESS" pn="Shear stiffness" unit_magnitude="F/L" units="N/m" v="0.3e06" />
@@ -210,8 +210,8 @@
         </outputs>
     </CLaw>
 
-    <CLaw n="ElasticCohesive2DPlaneStress" pn="Simplified Joint Plane Stress"  Type="InterfaceStress" behaviour="Elastic" StrainSize="3"  DamageType="Local,NonLocal"
-          help="Simplified law for joints in Plane Stress problems" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False"   AnalysisType="Linear,Non-Linear">
+    <CLaw n="ElasticCohesive2DPlaneStress" pn="Joint Elastic Cohesive Plane Stress"  Type="InterfaceStress" behaviour="Elastic" StrainSize="3"  DamageType="Local,NonLocal"
+          help="Elastic Cohesive law (no breakage) for joints in Plane Stress problems" Dimension="2D" LargeDeformation="False" RequiresLocalAxes="False" HybridType="False"   AnalysisType="Linear,Non-Linear">
         <inputs>
             <parameter n="NORMAL_STIFFNESS" pn="Normal stiffness" unit_magnitude="F/L" units="N/m" v="0.3e06" />
             <parameter n="SHEAR_STIFFNESS" pn="Shear stiffness" unit_magnitude="F/L" units="N/m" v="0.3e06" />