岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2010年
3期
558-564
,共7页
数值模拟%静力分析%高阶%三维高阶DDA
數值模擬%靜力分析%高階%三維高階DDA
수치모의%정력분석%고계%삼유고계DDA
numerical simulation%static analysis%high-order%3D high-order DDA
借助于DDA方法以"体"为研究对象的潜在优势进行连续结构的静力分析,突破网格相容条件的限制,有利于简化前处理.同时,采用高阶位移模式,在将空间几何形体简单地划分为单个或数个体的条件下,能获取较高的求解精度.遵循以上思路,定义"连接面"、"连接点对"的概念,给出DDA块体在连续系统中所需满足的变形协调条件,推导三维高阶DDA方法的基本公式,包括弹性子矩阵、初应力荷载矩阵、点荷载矩阵、体荷载矩阵和固定点矩阵及相邻块体间的连接矩阵,最终建立三维连续结构的高阶DDA整体平衡方程.最后编程实现上述思路,采用有解析解的经典算例并结合一定网格密度的有限元解进行比对分析,结果表明DDA方法应用于连续结构静力计算的可行性与优越性.
藉助于DDA方法以"體"為研究對象的潛在優勢進行連續結構的靜力分析,突破網格相容條件的限製,有利于簡化前處理.同時,採用高階位移模式,在將空間幾何形體簡單地劃分為單箇或數箇體的條件下,能穫取較高的求解精度.遵循以上思路,定義"連接麵"、"連接點對"的概唸,給齣DDA塊體在連續繫統中所需滿足的變形協調條件,推導三維高階DDA方法的基本公式,包括彈性子矩陣、初應力荷載矩陣、點荷載矩陣、體荷載矩陣和固定點矩陣及相鄰塊體間的連接矩陣,最終建立三維連續結構的高階DDA整體平衡方程.最後編程實現上述思路,採用有解析解的經典算例併結閤一定網格密度的有限元解進行比對分析,結果錶明DDA方法應用于連續結構靜力計算的可行性與優越性.
차조우DDA방법이"체"위연구대상적잠재우세진행련속결구적정력분석,돌파망격상용조건적한제,유리우간화전처리.동시,채용고계위이모식,재장공간궤하형체간단지화분위단개혹수개체적조건하,능획취교고적구해정도.준순이상사로,정의"련접면"、"련접점대"적개념,급출DDA괴체재련속계통중소수만족적변형협조조건,추도삼유고계DDA방법적기본공식,포괄탄성자구진、초응력하재구진、점하재구진、체하재구진화고정점구진급상린괴체간적련접구진,최종건립삼유련속결구적고계DDA정체평형방정.최후편정실현상술사로,채용유해석해적경전산례병결합일정망격밀도적유한원해진행비대분석,결과표명DDA방법응용우련속결구정력계산적가행성여우월성.
Applying three-dimensional high order discontinuous deformation analysis(DDA) with the volume- oriented advantage to structure static analysis gets rid of the limit of compatible mesh,which helps to simplify the preprocessing. Furthermore,by introducing high-order displacement mode,higher precision can be gained when the three-dimensional structure is simply divided into only one or few blocks. Based on above idea,the concepts of connecting face and connecting point pair is defined;and the deformation compatibility conditions of high-order DDA block in continuous structure computation are presented;then the principal formulas of three- dimensional high-order DDA are deduced,including elastic sub-matrix,initial stress load matrix,point load matrix,volume load matrix,fixed point matrix and the connecting matrix of adjacent blocks. The whole balance equations are established at last. Above thought is realized by program. Comparative analysis of some typical samples is applied between the method,analytic solution and finite element results. It shows the feasibility and advantage of DDA method in the static computation of continuous structure.