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FEA results

FEA results. 5 degrees. Uniaxial Compressive behavior of concrete used in ABAQUS model. Uniaxial Tension behavior of concrete used in ABAQUS model. South End Load = 39.71 ton North End Load = 36.47 ton Joint # 2 rotation = 5.65 degrees Joint # 3 rotation = 5.45 degrees.

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FEA results

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  1. FEA results 5 degrees

  2. Uniaxial Compressive behavior of concrete used in ABAQUS model

  3. Uniaxial Tension behavior of concrete used in ABAQUS model

  4. South End Load = 39.71 tonNorth End Load = 36.47 tonJoint # 2 rotation = 5.65 degreesJoint # 3 rotation = 5.45 degrees

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