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二维FEM分析软件ADONIS(V3.50.1)命令流

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1 引言

在上一个版本【二维有限元分析软件ADONIS新功能评述】的基础之上,Dr. Mikolaz发布了ADONIS V3.50.1(7/16/2022),这个版本主要修正了结构元(structural elements)计算不平衡比(unbal ratio)时出现的问题。下面简要总结了这个软件最新的命令流。

2 命令流

(1) 项目设置

在项目设置中,主要设置单位和重力加速度。所有的数值模拟软件自身都不提供单位换算功能,输入数据的单位由用户定义,但必须符合单位一致性的规则,否则计算结果出错。






newmodel()set("language","en")set("unit","stress-pa")set("gravity",0,9.8)set("useNMD","on")

为了得到精确的塑性计算结果,可以启用节点混合离散化(Nodal Mixed Discretization, NMD)算法【压缩试验模拟考虑的几个问题(本构模型和NMD算法)】---useNMD,不过这种算法只能用于三节点的三角形T3单元。

(2) 几何形状

模型的几何形状由rect, line, circle, arc 命令来定义:





rect("startPoint",-30,-30,"endPoint",30,30)line("startPoint",0,0,"endPoint",52,0)circle("centerPoint",0,0,"radius",5,"numSeg",20)arc("startPoint",3.88,-20.23,"midPoint",4.6,-19.6,"endPoint",5.2,-18.7,"numSeg",6)

界面元的定义使用crack命令:


crack("startPoint",10,-10,"endPoint",10,0)

(3) 材料模型

材料模型包括:

(1) Isoelastic

(2) Mohr-Coulomb

(3) Hoek-Brown

(4) Modified Hoek-Brown

(5) Cam-Clay

(6) Strain-Softening

(7) P-Hardening

(8) Ubiquitous-joint

(9) Swell




material("create","Ubiquitous-Joint","matid",1,"matname","Jointed Rock","density",2600,"shear",3e+07,"bulk",1e+08,"coh",100000,"fric",40,"jangle",30,"jcoh",5000,"jfric",25)material("assign","matid",1)material("assign","matid",1,"region",16,-1)

(4) 网格划分

ADONIS的网格目前只有两种:三节点的三角形和六节点的三角形单元,segment命令用来对特定的单元进行网格细化。





triangle("elemtype","T6(T3)")discretize("maxedge",0.75)triangle("maxedge",0.75)segment("id",24,"numedge",3)

(5) 边界条件

边界设置使用applybc命令:



applybc("xyfix","xlim",-0.1,0.1,"ylim",-0.1,10.1)applybc("xfix","xlim",-0.1,0.1,"ylim",-100.1,0.1)

(6) 原岩应力

原岩应力可以安装为常量,也可以按照区域设置成线性变化的值。



initial("szz",-30e6)initial("syy",isyy1,"yvar",dsyy1,"xlim",-60,60,"ylim",-2,0)

(7) 计算过程

可以进行一般的弹塑性计算solve(),也可以进行安全系数计算:



solve("fos")solve("fos","isFosMCTens","on")

(8) 初始化

岩土工程问题模拟施工步骤时需要首先在原岩应力下求解[solve]取得平衡,然后把单元的位移或速度初始化为0:



initial("xydisp",0)initial("xyvel",0)

(9) 开挖回填



excavate("region",16.507,-1.40485,"reset","off")backfill("region",16.507,-1.40485,"reset","off")

(10) 结构元





structure("initial","reset","alldisp")structure("material","beamid",1,"area",beam_area,"I",beam_I,"ymod",beam_ymod)structure("drawliner","beamid",1,"iftype","bothSides","ifid1",1,"ifid2",2,"xlim",29.9,30.1,"ylim",-32.1,0.1)structure("drawcable","cabid",1,"frompoint",0,5,"topoint",0,15,"pretens",0.0,"segnum",10)

(11) 界面属性



imaterial("assign","Coulomb","ifid",1,"matname","Interface1","jkn",1e9,"jks",1e9,"friction",25)imaterial("assign","Coulomb","ifid",2,"matname","Interface2","jkn",1e9,"jks",1e9,"friction",25)


(12) 结果显示

ADONIS提供了位移、应力、应变、孔隙压力以及结构元的的图形显示。





tab("plot")plot("contour","ssi")plot("struc","beam","axialforce")plot("struc","beam","moment")

(13) 调用子程序


script("call","filename","initial_pp_stresses.ajs")

来源:计算岩土力学
岩土材料试验
著作权归作者所有,欢迎分享,未经许可,不得转载
首次发布时间:2022-12-03
最近编辑:1年前
计算岩土力学
传播岩土工程教育理念、工程分析...
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