# 2D Finite element analysis

**URL:** <https://discourse.julialang.org/t/2d-finite-element-analysis/50679>\
**Category:** New to Julia\
**Tags:** package, fem\
**Created:** [November 24, 2020, 10:37am UTC](https://discourse.julialang.org/t/2d-finite-element-analysis/50679 "2020-11-24T10:37:32Z")\
**Posts on this page:** 3\
**Page:** 1

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**Author:** ![Hrishikesh\_Das](https://sea2.discourse-cdn.com/julialang/user_avatar/discourse.julialang.org/hrishikesh_das/32/18408_2.png) [@Hrishikesh\_Das](https://discourse.julialang.org/u/Hrishikesh_Das)\
**Post date:** [November 24, 2020, 10:37am UTC](https://discourse.julialang.org/t/2d-finite-element-analysis/50679/1 "2020-11-24T10:37:32Z")

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Hello everyone, I am very new to the Julia programming language. I am using a package JuAFEM to do a 2D plane stress linear finite element analysis of a simple square domain with boundary conditions and tensile loads to check the displacements. But because of lack of adequate examples in the package I am unable to do the analysis as I am an amatuer. Anybody else working with same package here? Any information or suggestions concerning this is highly appreciated. Thank you.

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**Author:** ![juliohm](https://sea2.discourse-cdn.com/julialang/user_avatar/discourse.julialang.org/juliohm/32/215266_2.png) [@juliohm](https://discourse.julialang.org/u/juliohm)\
**Post date:** [November 24, 2020, 10:43am UTC](https://discourse.julialang.org/t/2d-finite-element-analysis/50679/2 "2020-11-24T10:43:50Z")

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Take a look at Gridap.jl as well: [https://github.com/gridap/Gridap.jl](https://github.com/gridap/Gridap.jl)

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**Author:** ![fredrikekre](https://sea2.discourse-cdn.com/julialang/user_avatar/discourse.julialang.org/fredrikekre/32/1688_2.png) [@fredrikekre](https://discourse.julialang.org/u/fredrikekre)\
**Post date:** [November 24, 2020, 11:20am UTC](https://discourse.julialang.org/t/2d-finite-element-analysis/50679/3 "2020-11-24T11:20:40Z")

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There are a number of examples in the [manual](https://kristofferc.github.io/JuAFEM.jl/dev/), have you seen them? There isn’t a 2D elasticity example, but it should not be too hard to adapt the examples for your problem. Is there something in particular you are missing?