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Evaluation of the Thermal and Shrinkage Stresses in Restrained High-Performance Concrete

机译:评估抑制高性能混凝土中的热和收缩应力

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摘要

The early age volume deformation is the main course for the cracking of high-performance concrete (HPC). Hence, the shrinkage behavior and the restrained stress development of HPC under different restraints and curing conditions were experimentally studied in this paper. The method to separate the stress components in the total restraint stress was proposed. The total restrained stress was separated into autogenous shrinkage stress, drying shrinkage stress and thermal stress. The results showed that the developments of the free shrinkage (autogenous shrinkage and drying shrinkage) and the restrained stress were accelerated when the drying began; but the age when the drying began did not significantly influence the long-term shrinkage and restrained stress of HPC; the autogenous shrinkage stress continuously contributed to the development of the total restrained stress in HPC; the drying shrinkage stress developed very rapidly soon after the drying began; and the thermal stress was generated when the temperature dropped. The thermal stress was predominant at the early age, but the contributions of the three stresses to the total restrained stress were almost the same at the age of 56 d in this study.
机译:早期体积变形是高性能混凝土(HPC)开裂的主要课程。因此,本文实验研究了不同约束和固化条件下HPC的收缩行为和受约束的应力发育。提出了在总约束应力中分离应力分量的方法。将总约束应力分成自生收缩应力,干燥收缩应力和热应力。结果表明,当干燥开始时加速了自由收缩(自生收缩和干燥收缩)和受约束应力的发展;但是,干燥开始的年龄没有显着影响HPC的长期收缩和受限制的压力;自生收缩应力连续促进了HPC中总抑制应激的发展;干燥后,干燥收缩应力很快发出了很快;当温度下降时产生热应力。在休眠期的主要压力是主要的,但在本研究中,三次对总约束应力的贡献几乎相同。

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