波浪作用下斜坡上护面块体内部应力分布数值模拟  

Internal stress characteristics of armor blocks on slopes under wave action

作　　者：崔焱[1] 姜峰[1] 任冰[1] 

机构地区：[1]大连理工大学建设工程学部,辽宁大连116023

出　　处：《海洋工程》2014年第5期78-84,共7页The Ocean Engineering

基　　金：国家自然科学基金资助项目(51179030;51221961)

摘　　要：基于3D FEMDEM方法建立三维原型尺度数值模型,模拟波浪荷载作用下斜坡上护面块体内部的应力分布。波浪作用下结构物的水动力荷载采用微幅波理论模拟,护面块体之间的运动、碰撞接触以及块体内部的应力变化采用3D FEMDEM方法模拟。块体之间的接触力采用基于势函数的罚函数法计算,有限元的变形采用中心差分的显式方法求解。应用该数值模型与ANSYS软件程序对自重作用下混凝土扭王字块的内部应力分布特性进行了比较分析,验证了数值模型应力计算的可行性和计算精度。通过数值模拟计算给出了波浪作用下斜坡上护面块体之间的相对运动和块体内部的应力分布及应力历时曲线,探讨了块体内部应力变化特性。The paper, based on a 3D FEMDEM method, presents a three-dimensional prototype scale numerical model to simulate internal stress distribution of armor blocks on the slopes under wave action. The wave-induced hydrodynamic loads of the structures are treated using the small amplitude wave theory, the armor blocks movement and collision or contact between the armor blocks and the stress changes within the blocks are simulated using the 3D FEMDEM method. The contact force between blocks is calculated by the penalty function method based on potential function. The deformation of finite element is solved by the central difference explicit method. By the application of the numerical model and ANSYS software program, the distribution characteristics of the concrete accropode blocks internal stress under gravity are compared and analyzed, which verifies the feasibility and accuracy of stress calculation of the numerical model. Numerical calculation gives the stress distribution within the blocks and the relative movement between armor blocks on the slopes under wave action and a stress duration curve. The stress properties within the blocks are deeply analyzed.

关 键 词：斜坡堤 应力 3D FEMDEM 护面块体 

分 类 号：U656.2[交通运输工程—港口、海岸及近海工程]