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Fatigue design concept considering the indefinite state of stress in the reinforcement of RC-beams
1982
In order to analyse the fatigue behaviour of reinforced concrete structures a knowledge of the state of stress is essential. With the emphasis on the shear behaviour a series of six reinforced concrete beams under cyclic loading was tested. From the measured strains it becomes evident that the stresses vary within a considerable range. However, the stress amplitude can be determined more accurately. It follows that a fatigue design concept should be based on the stress range. RESUME La
doi:10.5169/seals-28936
fatcat:jkrtrn36wnbsrftpdhclmcii6m