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Evaluation of Material Properties for Marine Concrete Structure Based on Impact Echo Method

机译:基于冲击回波法的海工混凝土结构材料性能评估

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摘要

Evaluating the soundness of concrete, impact echo method offers the dynamic elastic modulus of specimens which are different with static elastic modulus tested by uniaxial compression test. Thus, this paper investigates the relationships between dynamic and static elastic modulus based on in-situ concrete cores. Also, dynamic elastic modulus was compared with compressive strength. Concrete cores were obtained at three different harbors which were located at Incheon, Wando, and Masan. In order to investigate the influence of exposure condition on the relationship, air zone, splash zone, and tidal zone were selected. Different harbors showed the different relationships between dynamic and static elastic modulus, but exposure conditions have no influence on the relationship between dynamic and static elastic modulus. Also, the relationship between dynamic elastic modulus and compressive strength has the same tendency as the relationship between dynamic and static elastic modulus. The relationship equations were proposed to estimate the relationships properly.
机译:为了评估混凝土的完整性,冲击回波法提供了试样的动态弹性模量,而动态弹性模量与通过单轴压缩试验测得的静态弹性模量不同。因此,本文研究了基于现浇混凝土芯的动弹性模量与静弹性模量之间的关系。此外,将动态弹性模量与抗压强度进行了比较。混凝土芯是从位于仁川,莞岛和马山的三个不同港口获得的。为了研究暴露条件对其关系的影响,选择了空气区,飞溅区和潮汐区。不同的港湾显示出动态和静态弹性模量之间的关系不同,但是暴露条件对动态和静态弹性模量之间的关系没有影响。另外,动弹性模量和压缩强度之间的关系具有与动弹性模量和静态弹性模量之间的关系相同的趋势。提出了关系方程来正确估计关系。

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