⭐ 欢迎来到虫虫下载站! | 📦 资源下载 📁 资源专辑 ℹ️ 关于我们
⭐ 虫虫下载站

📄 defs.h

📁 有限元分析源代码
💻 H
字号:
/* *  =============================================================================  *  ALADDIN Version 1.0 : *               defs.h : Standard definitions *                                                                      *  Copyright (C) 1995 by Mark Austin, Xiaoguang Chen, and Wane-Jang Lin *  Institute for Systems Research,                                            *  University of Maryland, College Park, MD 20742                                    *                                                                      *  This software is provided "as is" without express or implied warranty. *  Permission is granted to use this software for any on any computer system *  and to redistribute it freely, subject to the following restrictions: *  *  1. The authors are not responsible for the consequences of use of *     this software, even if they arise from defects in the software. *  2. The origin of this software must not be misrepresented, either *     by explicit claim or by omission. *  3. Altered versions must be plainly marked as such, and must not *     be misrepresented as being the original software. *  4. This notice is to remain intact. *                                                                     *  Written by: Mark Austin, Xiaoguang Chen, and Wane-Jang Lin      December 1995 *  =============================================================================  *//* *  ----------------- *  Numerical Values  *  ----------------- */#define MAXTOKSIZE             80#define SHORTOKSIZE            16#define MAX_ITERATIONS         75#define MAXREAL            1.7e38#define MINREAL           1.0e-37#define PI     3.14159265358979323846#define DEG   57.29577951308232087680static double ETA = 2.938736e-38;static double EPS = 1.387779e-16;static double TOL = 2.117583e-22;/* *  ----------------- *  Math Macros  *  ----------------- */#define MAX(a, b) ((a) > (b) ? (a) : (b))#define MIN(a, b) ((a) < (b) ? (a) : (b))#define SIGN(a)  ( a < 0 ? 1 : -1)#define ABS(a)   (((a) >= 0) ? (a) : -(a))#define isletter(c)   (isalpha(c) || (c) == '_')#define cot(a) ((double)(cos((double)(a)) /sin((double)(a))))#define square(x) x*x#define Deg2Rad    (PI / 180.0)/* *  ------------------- *  Logical Definitions *  ------------------- */#define ONE          1#define TRUE         1 #define FALSE        0 #define ON           1 #define OFF          0 #define NOT_FINISHED 1 #define FINISHED     0 #define PASSED       1    #define FAILED       0   #define YES          1    #define NO           0   #define UP           1#define DOWN         0#define COUNTED      1#define NOTCOUNTED   2#define FAILURE      0#define SUCCESS      1/* --------------------------------------------------------------- *//* Finite Element : Global Arrays & numbers : THIS WILL BE CHANGED *//* --------------------------------------------------------------- */double  **R, **RT;double  **K,  **M, **C, **L,   *d,    *F, *pe, **KBAC;double  *Fe,  *B, *Qs, **pr, *nopl;int   NSTEPS;float Eq_angle;float DT;float BETA;/* ------------ *//* Problem Type *//* ------------ */#define LUMPED          1#define CONSISTENT     -1#define EQNOS           1#define COLHGT          2#define STATIC          1#define DYNAMIC         2#define IMPLICIT       -1#define EXPLICIT        1/* ------------------------- *//* Cases for Element Library *//* ------------------------- */#define PROPTY             1 #define CHERROR            2   #define ELMT_S_MAT         3#define STIFF              3 #define AXISYM             3#define STRESS             4#define MASS_MATRIX        5 #define LOAD_MATRIX        6#define PRESSLD            7#define STRESS_LOAD        8#define EQUIV_NODAL_LOAD   9#define ACCELERATION_LOAD  10#define STRESS_UPDATE      11#define ATTR               15#define ELEMENT_LIBRARY    1000/* --------------------------------------------- *//* UNIT_QTYs  definitions for INITIAL ALLOCATION *//* --------------------------------------------- */#define UNIT_NDM             2#define UNIT_NDF             3           #define UNIT_NEN             8          /* max nodes per element */#define UNIT_INTEG_PTS       2          /* 2 pts for linear, 5 for non-linear analysis   */                                        /* this needs to be changed to adapt dynamic pts */                                        /* for different problems and elements           */#define UNIT_IN_PLANE_INTEG_PTS  4          #define UNIT_NAD             0#define UNIT_NODES           10#define UNIT_ELEMENTS        10#define UNIT_RIGIDS          10#define UNIT_NFORCES         10 #define UNIT_EFORCES         10#define UNIT_SECTION_ATTR    20   /* must >= no. of variables in data structures SECTION_ATTR defined in fe_database.h */#define UNIT_MATERIAL_ATTR   20   /* must >= no. of variables in data structures MATERIAL_ATTR defined in fe_database.h */#define UNIT_ELEMENT_ATTR    17 #define MAX_NO_MEMBER_LOADS  10/* -------------------------------------------- *//* UNIT_QTYs  definitions for Arrays of P_ARRAY */ /* -------------------------------------------- */#define UNIT_ENST            6 #define UNIT_ENDM            3 #define UNIT_ENDF            6 #define UNIT_ENEN            8   /* max nodes per element */extern  int   max_no_nodes;extern  int   max_no_eqs;extern  int   max_no_elements;extern  int   max_no_rigid;extern  int   max_no_nforces;extern  int   max_no_loaded_elmts;extern  int   TDOF;extern  int   TNEQ;extern  int   MDOF;extern  int   UNITS_TYPE;int   H_Print;int   STATE_PLASTIC;int   NO_OF_ELMTS;int   LOCAL_DOF;      /* total local dofs per element  */int   NODES_PER_ELMT; /* not the max nodes per element *//* -------------------------------------- *//* Control integers for print statements  *//* -------------------------------------- */extern  unsigned int PRINT_PROFILE;extern  unsigned int PRINT_PLINK;extern  unsigned int PRINT_EFRAME;extern  unsigned int PRINT_E_NUM;extern  unsigned int PRINT_E_STIFF;extern  unsigned int PRINT_G_STIFF;extern  unsigned int PRINT_E_MASS;extern  unsigned int PRINT_R_MASS;extern  unsigned int PRINT_G_MASS;extern  unsigned int PRINT_E_DESTIN;extern  unsigned int PRINT_R_DESTIN;extern  unsigned int PRINT_E_DESTIN_SIZE;extern  unsigned int PRINT_R_DESTIN_SIZE;extern  unsigned int PRINT_LOAD_VECTOR;extern  unsigned int PRINT_RESPONSE_VECTOR;extern  unsigned int PRINT_DISP;extern  unsigned int PRINT_NODAL_DISP;extern  unsigned int PRINT_RIGIDBODY_DISP;extern  unsigned int PRINT_STRESS;extern  unsigned int PRINT_STORY_DRIFT;extern  unsigned int PRINT_ELEM_LOAD;extern  unsigned int PRINT_FEF;/* =================================== *//* constraints and boundary conditions *//* =================================== */#define         FIXED  0#define      NOTFIXED  1#define UNCONSTRAINED  0

⌨️ 快捷键说明

复制代码 Ctrl + C
搜索代码 Ctrl + F
全屏模式 F11
切换主题 Ctrl + Shift + D
显示快捷键 ?
增大字号 Ctrl + =
减小字号 Ctrl + -