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Python code to generate zero thickness cohesive interface elements (COH2D4) among three nodes shell elements in Abaqus
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This code generates cohesive elements in three different zones separately, which are cohesive elements inside the inclusions, inside the matrix and in the ITZ (interfacial transition zone) zone
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It is possible to simulate the fracture and crack propagation in these zones w.r.t the defined cohesive properties
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This code is most suited for modelling the fracture and crack propagation of brittle materials like concretes
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In the code, I wrote many comments to make it more understandable
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It should be point out that from a computational point of view, this code is not appropriate. The main purpose of this code is to give you a learning platform and ideas to develop your own codes. I guess you would understand it easily. Later on I would modify this code with OOP programming to make it faster and more efficient
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In the near future I would add another python code which generates cohesive elements in 3D case in Abaqus
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In the Abaqus folder you can find CZM.inp file, run this file on Abaqus to see the results
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Python code to generate zero thickness cohesive interface elements (COH2D4) in Abaqus
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