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- W2388894708 abstract "Nine high-strength concrete (HSC) beams reinforced by high-strength bars and four ordinary reinforced concrete beams were tested under static loading and fatigue loading with constant amplitudes. The static and fatigue behavior of flexural member were studied. The results indicated that HSC beam, applying higher tensile steel as reinforcement, can not only increase greatly the ultimate limit state of collapse, but also the limit state of serviceability. The stiffness of such beam will decrease, while the crack width will increase under fatigue load, and the variation regularity follows that of the increment of concrete strain on the edge of compressive zone. The relevent crack width can thus be calculated by preliminary crack width and increasing coefficient of concrete compressive strain after fatigue loading operation N times. It has been found that the analytical model is able to predict the crack width satisfactorily, when compared with the measured crack width for each of the beams, from the cracking stage to the stage just prior to failure. Through analyses and derivations, the calculation formulas for crack width and the calculation methods of stress for HSC beams under fatigue loading, as well as high-strength steel bar fatigue S-N curve are presented. The results can be used as reference for HSC beam design." @default.
- W2388894708 created "2016-06-24" @default.
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- W2388894708 date "2005-01-01" @default.
- W2388894708 modified "2023-09-23" @default.
- W2388894708 title "Experimental research of high-strength concrete beams reinforced by high-strength bars under static loading and fatigue loading" @default.
- W2388894708 hasPublicationYear "2005" @default.
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