Damage Layer Evolution of a Breakwater Under Seawater Attack: Testing and Modeling
Damage Layer Evolution of a Breakwater Under Seawater Attack: Testing and Modeling
复制标题
海水攻击下防波堤的损伤层演变：测试和建模
DOI：
10.1007/s10338-019-00122-6
复制
发表时间：
2020-02
影响因子：
2.2
通讯作者：
陈建康
中科院分区：
文献类型：
--
作者：
仓盛;杨翼展;陈建康
This paper presents experimental and theoretical methods to study the damage layer evolution of a breakwater made with concrete hollow squares in marine environment. Wetting time was directly related to the performance degradation of the breakwater by observation. The thickness of damage layer was detected by means of ultrasonic testing. Meanwhile, some samples drilled from concrete hollow squares were analyzed by SEM and XRD in order to illustrate the damage mechanism. Subsequently, a theoretical model containing wetting time ratio was established to simulate the damage layer evolution based on Fick’s second law, which could be suggested to predict the service life of concrete structures in marine environment.
登录
查看更多内容
影响因子：
3.8
作者：
P. C. Liu
通讯作者：
P. C. Liu
影响因子：
11.4
作者：
Muellauer, Wolfram;Beddoe, Robin E.;Heinz, Detlef
通讯作者：
Heinz, Detlef
影响因子：
10.5
作者：
Meira, G. R.;Andrade, C.;Padilha, M., Jr.
通讯作者：
Padilha, M., Jr.
影响因子：
7.4
作者：
Jinrui Zhang;Ming Sun;D. Hou;Zongjin Li
通讯作者：
Jinrui Zhang;Ming Sun;D. Hou;Zongjin Li
影响因子：
11.4
作者：
Ming-yu Hu;Fu-mei Long;Ming-shu Tang
通讯作者：
Ming-yu Hu;Fu-mei Long;Ming-shu Tang