概述:
(1)采用八叉樹平衡算法對空間離散,以ABAQUS 為平臺進(jìn)行UEL二次開發(fā),將比例邊界有限元方法嵌入到ABAQUS中;實現(xiàn)一種基ABAQUS平臺的具有高效計算性能的多面體比例邊界有限單元。
(2)發(fā)展一種耦合方法將SBFEM 與 ABAQUS 自帶的單元庫和非線性模型結(jié)合;該方法兼具比例邊界有限元高精度求解優(yōu)勢和ABAQUS強大的非線性求解能力優(yōu)勢,解決ABAQUS用戶自定義單元無法可視化問題。
(3)建立壩體-地基-庫水動力相互作用模型,將基于SBFEM 的考慮橫縫接觸非線性的混凝土壩模型應(yīng)用到該工程實例;對混凝土壩非線性地震動響應(yīng)特性研究,對壩體關(guān)鍵部位力學(xué)響應(yīng)進(jìn)行評價分析。
Refs: --An open-source ABAQUS implementation of the scaled boundary finite element method to study interfacial problems using polyhedral meshes
--Development of ABAQUS UEL/VUEL subroutines for scaled boundary finite element method for general static and dynamic stress analyses
--PSBFEM-abaqus: development of user element subroutine (UEL) for polygonal scaled boundary finite element method in Abaqus
--Free and Forced Vibration Analysis in Abaqus Based on the Polygonal Scaled Boundary Finite Element Method
--A polygonal scaled boundary finite element method for solving heat conduction problems
--Seismic Analysis of Post-tensioned Gravity Dams using Scaled Boundary Finite Element Method Boundary Finite Element Method
--Implementation of arbitrary polyhedral elements for automatic dynamic analyses of three-dimensional structures --A Novel Solution for Seepage Problems Implemented in the Abaqus UEL Based on the Polygonal Scaled Boundary Finite Element Method
--Seismic analysis of post-tensioned concrete gravity dams using scaled boundary finite elements implemented as ABAQUS UEL
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