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I'm trying to model one way reinforced concrete slab, firstly I made the step static general but the solution is aborted due to the time increment needed is low so I changed to dynamic implicit...
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ACI 549.13 limits The effective tensile strain level in the FRCM composite material attained at failure according to the following equation εfe = εfd ≤ 0.012
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There is limited papers in the topic that I'm intending to write a review article in it
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