Response of concrete armor units to wave-induced hydrodynamic loads

被引：3
|
作者：
Tedesco, JW
McDougal, WG
Bloomquist, D
Wise, LA
机构：
[1] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL 32611 USA
[2] Shiner Moseley & Associates Inc, Houston, TX 77063 USA
来源：
COMPUTERS & STRUCTURES | 2003年 / 81卷 / 8-11期
关键词：
concrete; armor unit; hydrodynamic; wave forces; stability; finite element method;
D O I：
10.1016/S0045-7949(02)00411-X
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
Concrete armor units are commonly employed for the protection of shorelines and rubble structures. Their design is based primarily on hydraulic stability, but their structural response to wave loading is poorly understood. In this first of two companion papers, a robust wave force model is presented that predicts hydrodynamic loads on A-Jacks concrete armor units. A comprehensive finite element method analysis indicates that the A-Jacks retain their structural integrity at hydraulically stable wave conditions.. Nomographs to facilitate the structural design of A-Jacks are presented. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：983 / 994
页数：12
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