[web] Fixed pdf links point to Craft.

web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md

@@ -47,8 +47,6 @@ $$
 
 ## Input files
 
-TODO: {asset:247:link}
-
 The main project file is `square_1e2.prj`. It describes the processes to be solved and the related process variables together with their initial and boundary conditions. It also references the mesh and geometrical objects defined on the mesh.
 
 As of now a small portion of possible inputs is implemented; one can change:

web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md

@@ -18,7 +18,7 @@ author = "Norihiro Watanabe"
 
 We solve a hydromechanics problem (small deformation, linear elastic, Darcy flow) with a pre-existing fracture using the lower-dimensional interface element (LIE) approach.
 
-See the TODO: {asset:843:link}-PDF for detailed problem description.
+See the [LIE_HM.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/LIE_HM.pdf) for detailed problem description.
 
 
 ## Results and evaluation

web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md

@@ -15,7 +15,7 @@ weight = 161
 
 ## Equations
 
-TODO: `/assets/files/SelectedBenchmarks/HT/HT-Process.pdf`
+See [HT-Process.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/HT/HT-Process.pdf).
 
 ## Problem description
 

web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md

@@ -17,7 +17,7 @@ title = "Linear; Single fracture"
 
 We solve a linear elastic small deformation problem with a pre-existing fracture using the lower-dimensional interface element (LIE) approach.
 
-See the TODO: {asset:839:link}-PDF for detailed problem description.
+See the [LIE_small_deformation.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/LIE_small_deformation.pdf) for detailed problem description.
 
 ## Results and evaluation
 

web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md

@@ -17,7 +17,7 @@ weight = 111
 
 We solve a linear elastic small deformation problem on a quarter of a plate with hole put under tension on the top boundary.
 
-See the TODO: {asset:797:link}-PDF for detailed problem description.
+See the [Circular_hole.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/Circular_hole.pdf) for detailed problem description.
 
 
 ## Results and evaluation

web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md

@@ -17,7 +17,7 @@ weight = 112
 
 We solve a non-linear small deformation problem on a cube with shear traction on the top boundary face. The 3D problem is setup identical to the corresponding 2D problem.
 
-See the TODO: {asset:795:link}-PDF for detailed problem description.
+See the [lubby2.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/lubby2.pdf) for detailed problem description.
 
 ## Results and evaluation
 

web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md

@@ -18,7 +18,7 @@ title = "Ehlers; Single-surface yield function"
 
 We use a seven-parametric yield function for geomaterials to describe the plastic response. The traixial compression test is setup.
 
-See the TODO: {asset:894:link}-PDF for detailed problem description.
+See the [Plasticity.pdf](https://docs.opengeosys.org/assets/files/Plasticity.pdf) for detailed problem description.
 
 ## Results and evaluation
 

web/content/docs/benchmarks/two-phase-flow/momas.md

@@ -19,4 +19,4 @@ This benchmark is dedicated to simulate the two-phase two-component flow in poro
 
 ## Results and evaluation
 
-TODO: `assets/files/SelectedBenchmarks/Twophase/MoMaS.pdf`
+See [MoMaS.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/Twophase/MoMaS.pdf)