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The intact concrete between adjacent cracks can still carry tensile stresses after cracking occurs in reinforced concrete members.
Using the Thermal Elastic Plastic Finite Element Method (TEP-FEM), residual stresses after welding can be predicted.
Also measured was the relaxation of the residual stresses after simple tensile and cyclic tension compression loading.
The in-plane stresses after cooling in the coating reduce to less than 100 MPa for the case of a CTE reduction to 80%%.
The transient stresses after the start-up of shear flow and steady-state rheological properties were also investigated.
These stresses can also be used to estimate stresses after cooling under the simplifying assumption that all stresses relax during hot time.
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