adi_cae_service/src/main/java/com/miniframe/solverconfig/fem/FEMParam.java

package com.miniframe.solverconfig.fem;

import com.fasterxml.jackson.core.JsonProcessingException;
import com.miniframe.solverconfig.SolverParam;
import com.miniframe.tools.XiJsonUtil;

import java.util.ArrayList;
import java.util.List;

public class FEMParam  implements SolverParam {

    /**
     * 上传文件名称
     * "mesh_inp "3" "2.2_flat_dynamicResponse-transient.bdf"
     */
    private FEMElement mesh_inp =new FEMElement("mesh_inp","3",null);

    /**
     * Static(静态)
     * "static "3" "false"/"static "3" "true"
     */
    private FEMElement f_static =new FEMElement("static","3","false");

    /**
     * Stiffness Matrix Output(刚度矩阵输出)
     * "dump_stiff "1" "true"/“dump_stiff "1" "false"
     */
    private FEMElement dump_stiff =new FEMElement("dump_stiff","1","false");

    /**
     * Mass Matrix Output(质量矩阵输出)
     * "dump_mass" "1" "true"/"dump_mass“ "1" "false"
     */
    private FEMElement dump_mass =new FEMElement("dump_mass","1","true");

    /**
     * Node Strains Output(节点压力输出)
     * "strain_o "1" "true"/"strain_o "1" "false"
     */
    private FEMElement strain_o =new FEMElement("strain_o","1","false");

    /**
     * Modes(模式)
     * "eigenv" "3" "true"
     */
    private FEMElement eigenv =new FEMElement("eigenv","3","false");

    /**
     * Num of Eigenvalue(特征值)5
     * "num_eigv" "1" "5"
     */
    private FEMElement num_eigv =new FEMElement("num_eigv","1",null);

    /**
     * Method(方法)
     * Inverse iteration(逆迭代)		"eigv_method "1" "1"
     * Lanczos(兰索斯）		"eigv_method "1" "2"
     */
    private FEMElement eigv_method =new FEMElement("eigv_method","1",null);

    /**
     * Mass Coupled(质量耦合)
     * "coupled "1" "1"/"coupled" "1" "0"
     */
    private FEMElement coupled =new FEMElement("coupled","1","0");

    /**
     * C=αM+βK
     * 	α		alphad "2" "12"
     * 	β		betad "2" "0.00001"
     */
    private FEMElement alphad =new FEMElement("alphad","2","0.0");
    /**
     * C=αM+βK
     * 	α		alphad "2" "12"
     * 	β		betad "2" "0.00001"
     */
    private FEMElement betad =new FEMElement("betad","2","0.00001");

    /**
     * Method(方法)
     * 	HHT		transient "1" "3"
     * 	Newmark(纽马克)		transient "1" "2"
     * 	    δn	gam_newmark "2" "0.5"
     * 	    αn	bet_newmark "2" "0.25"
     *  Direct(直接)	    transient "1" "1"
     */
    private FEMElement f_transient =new FEMElement("transient","1","1");
    /**
     * Method(方法)
     * 	HHT		transient "1" "3"
     * 	Newmark(纽马克)		transient "1" "2"
     * 	    δn	gam_newmark "2" "0.5"
     * 	    αn	bet_newmark "2" "0.25"
     *  Direct(直接)	    transient "1" "1"
     */
    private FEMElement gam_newmark =new FEMElement("gam_newmark","2",null);
    /**
     * Method(方法)
     * 	HHT		transient "1" "3"
     * 	Newmark(纽马克)		transient "1" "2"
     * 	    δn	gam_newmark "2" "0.5"
     * 	    αn	bet_newmark "2" "0.25"
     *  Direct(直接)	    transient "1" "1"
     */
    private FEMElement bet_newmark =new FEMElement("bet_newmark","2",null);

    /**
     * Step Control(步控制)
     * 	Case Num(案例数)		"SID" "1" "1"
     */
    private FEMElement sid =new FEMElement("SID","1","1");

    /**
     * 	Total Time Steps(总时间的步骤)	num_steps "1" "2"
     */
    private FEMElement num_steps =new FEMElement("num_steps","1","1");

    /**
     * 	Time Step(sencond)(时间步)		dt_str "2" "0.25"
     */
    private FEMElement dt_str =new FEMElement("dt_str","2","0.0");

    /**
     * 	Output Interval(输出时间间隔)		freq "1" "3"
     */
    private FEMElement freq =new FEMElement("freq","1","1");
    /**
     * 	Output Format (输出格式)
     * 		1	sort "1" "1"
     * 	    2	sort "1" "2"
     */
    private FEMElement sort =new FEMElement("sort","1","1");

    /**
     * 	Nonlinear(非线性)
     * 		"nlgeom" "1" "0"/"nlgeom" "1" "1"
     */
    private FEMElement nlgeom =new FEMElement("nlgeom","1","0");

    /**
     * Solver(解算器)
     * 	MUMPS Direct Solver(MUMPS 直接解算器)				solver "1" "0"
     * 	PCG Iterative Solver(PCG迭代解算器)				solver "1" "1"
     * 	LDL Direct Solver(LDL 直接解算器)				    solver "1" "2"
     */
    private FEMElement solver =new FEMElement("solver","1","2");

    /**
     * Result FileName(结果文件名)
     * 	result_file "3" "2.2_flat_dynamicResponse-transient"
     */
    private FEMElement result_file =new FEMElement("result_file","3",null);

    public FEMElement getMesh_inp() {
        return mesh_inp;
    }

    public void setMesh_inp(FEMElement mesh_inp) {
        this.mesh_inp = mesh_inp;
    }

    public FEMElement getF_static() {
        return f_static;
    }

    public void setF_static(FEMElement f_static) {
        this.f_static = f_static;
    }

    public FEMElement getDump_stiff() {
        return dump_stiff;
    }

    public void setDump_stiff(FEMElement dump_stiff) {
        this.dump_stiff = dump_stiff;
    }

    public FEMElement getDump_mass() {
        return dump_mass;
    }

    public void setDump_mass(FEMElement dump_mass) {
        this.dump_mass = dump_mass;
    }

    public FEMElement getStrain_o() {
        return strain_o;
    }

    public void setStrain_o(FEMElement strain_o) {
        this.strain_o = strain_o;
    }

    public FEMElement getEigenv() {
        return eigenv;
    }

    public void setEigenv(FEMElement eigenv) {
        this.eigenv = eigenv;
    }

    public FEMElement getNum_eigv() {
        return num_eigv;
    }

    public void setNum_eigv(FEMElement num_eigv) {
        this.num_eigv = num_eigv;
    }

    public FEMElement getEigv_method() {
        return eigv_method;
    }

    public void setEigv_method(FEMElement eigv_method) {
        this.eigv_method = eigv_method;
    }

    public FEMElement getCoupled() {
        return coupled;
    }

    public void setCoupled(FEMElement coupled) {
        this.coupled = coupled;
    }

    public FEMElement getAlphad() {
        return alphad;
    }

    public void setAlphad(FEMElement alphad) {
        this.alphad = alphad;
    }

    public FEMElement getBetad() {
        return betad;
    }

    public void setBetad(FEMElement betad) {
        this.betad = betad;
    }

    public FEMElement getF_transient() {
        return f_transient;
    }

    public void setF_transient(FEMElement f_transient) {
        this.f_transient = f_transient;
    }

    public FEMElement getGam_newmark() {
        return gam_newmark;
    }

    public void setGam_newmark(FEMElement gam_newmark) {
        this.gam_newmark = gam_newmark;
    }

    public FEMElement getBet_newmark() {
        return bet_newmark;
    }

    public void setBet_newmark(FEMElement bet_newmark) {
        this.bet_newmark = bet_newmark;
    }

    public FEMElement getSid() {
        return sid;
    }

    public void setSID(FEMElement sid) {
        this.sid = sid;
    }

    public FEMElement getNum_steps() {
        return num_steps;
    }

    public void setNum_steps(FEMElement num_steps) {
        this.num_steps = num_steps;
    }

    public FEMElement getDt_str() {
        return dt_str;
    }

    public void setDt_str(FEMElement dt_str) {
        this.dt_str = dt_str;
    }

    public FEMElement getFreq() {
        return freq;
    }

    public void setFreq(FEMElement freq) {
        this.freq = freq;
    }

    public FEMElement getSort() {
        return sort;
    }

    public void setSort(FEMElement sort) {
        this.sort = sort;
    }

    public FEMElement getNlgeom() {
        return nlgeom;
    }

    public void setNlgeom(FEMElement nlgeom) {
        this.nlgeom = nlgeom;
    }

    public FEMElement getSolver() {
        return solver;
    }

    public void setSolver(FEMElement solver) {
        this.solver = solver;
    }

    public FEMElement getResult_file() {
        return result_file;
    }

    public void setResult_file(FEMElement result_file) {
        this.result_file = result_file;
    }

    public List<String> showAnalysisWindow() {
        List<String> analysisList=new ArrayList<>();
        if(this.alphad.showAnalysisStr()!=null)
            analysisList.add(this.alphad.showAnalysisStr());
        if(this.bet_newmark.showAnalysisStr()!=null)
            analysisList.add(this.bet_newmark.showAnalysisStr());
        if(this.betad.showAnalysisStr()!=null)
            analysisList.add(this.betad.showAnalysisStr());
        if(this.coupled.showAnalysisStr()!=null)
            analysisList.add(this.coupled.showAnalysisStr());
        if(this.dt_str.showAnalysisStr()!=null)
            analysisList.add(this.dt_str.showAnalysisStr());
        if(this.dump_mass.showAnalysisStr()!=null)
            analysisList.add(this.dump_mass.showAnalysisStr());
        if(this.dump_stiff.showAnalysisStr()!=null)
            analysisList.add(this.dump_stiff.showAnalysisStr());
        if(this.eigenv.showAnalysisStr()!=null)
            analysisList.add(this.eigenv.showAnalysisStr());
        if(this.eigv_method.showAnalysisStr()!=null)
            analysisList.add(this.eigv_method.showAnalysisStr());
        if(this.f_static.showAnalysisStr()!=null)
            analysisList.add(this.f_static.showAnalysisStr());
        if(this.f_transient.showAnalysisStr()!=null)
            analysisList.add(this.f_transient.showAnalysisStr());
        if(this.freq.showAnalysisStr()!=null)
            analysisList.add(this.freq.showAnalysisStr());
        if(this.gam_newmark.showAnalysisStr()!=null)
            analysisList.add(this.gam_newmark.showAnalysisStr());
        if(this.mesh_inp.showAnalysisStr()!=null)
            analysisList.add(this.mesh_inp.showAnalysisStr());
        if(this.nlgeom.showAnalysisStr()!=null)
            analysisList.add(this.nlgeom.showAnalysisStr());
        if(this.num_eigv.showAnalysisStr()!=null)
            analysisList.add(this.num_eigv.showAnalysisStr());
        if(this.num_steps.showAnalysisStr()!=null)
            analysisList.add(this.num_steps.showAnalysisStr());
        if(this.result_file.showAnalysisStr()!=null)
            analysisList.add(this.result_file.showAnalysisStr());
        if(this.sid.showAnalysisStr()!=null)
            analysisList.add(this.sid.showAnalysisStr());
        if(this.solver.showAnalysisStr()!=null)
            analysisList.add(this.solver.showAnalysisStr());
        if(this.sort.showAnalysisStr()!=null)
            analysisList.add(this.sort.showAnalysisStr());
        if(this.strain_o.showAnalysisStr()!=null)
            analysisList.add(this.strain_o.showAnalysisStr());
       return analysisList;
    }

    @Override
    public String paramJson() throws JsonProcessingException {
        String t = XiJsonUtil.objectToJson(this);
        return t;
    }
}