In this paper, test data of autogenous shrinkage strain of cemntitious materials are presented and a prediction model for concrete with water-cement ratio form 0.2 to 0.6 is proposed. Self-stress of concrete, which was caused by external restraint, was measured under different curing conditions; sealed, dried and wet conditions. Influences of mix proportion and restraining ratio on self-stress generation was studied. It was proved that tensile self-stress generation in high-strength concrete was influenced by autogenous shrinkage even in wet condition. The effect of three types of fiber, steel fiber, vinylon fiber and aramid fiber, on self-stress generation in high-strength mortar was investigated. Self-stress c ue to autogenous shrinkage of mortar was decreased and tensile strength of mortar was increased by addition of the fibers, especially by steel fiber.
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