NESC0672 HONDO2-SLA.
HONDO, Time-Dependent Elastic and Inelastic Stress Analysis Using Finite Element Method
NAME OR DESIGNATION OF PROGRAM, COMPUTER, DESCRIPTION OF PROBLEM OR FUNCTION, METHOD OF SOLUTION, RESTRICTIONS ON THE COMPLEXITY OF THE PROBLEM, TYPICAL RUNNING TIME, UNUSUAL FEATURES OF THE PROGRAM, RELATED AND AUXILIARY PROGRAMS, STATUS, REFERENCES, MACHINE REQUIREMENTS, LANGUAGE, OPERATING SYSTEM UNDER WHICH PROGRAM IS EXECUTED, OTHER PROGRAMMING OR OPERATING INFORMATION OR RESTRICTIONS, NAME AND ESTABLISHMENT OF AUTHOR, MATERIAL, CATEGORIES
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| Program name | Package id | Status | Status date |
|---|---|---|---|
| HONDO | NESC0672/01 | Tested | 01-SEP-1977 |
Machines used:
| Package ID | Orig. computer | Test computer |
|---|---|---|
| NESC0672/01 | IBM 370 series | IBM 370 series |
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3. DESCRIPTION OF PROBLEM OR FUNCTION
HONDO2-SLA is used to compute the time-dependent displacements, velocities, accelerations, and stresses within elastic or inelastic, two-dimensional or axisymmetric or planar bodies of arbitrary shapes and materials.
This package is distributed by:
Energy Science and Technology Software Center
P.O. Box 62
1 Science.Gov Way
Oak Ridge, TN 37831
(865) 576-2606 TEL
(865) 576-6436 FAX
E-mail: ESTSC@osti.gov
HONDO2-SLA is used to compute the time-dependent displacements, velocities, accelerations, and stresses within elastic or inelastic, two-dimensional or axisymmetric or planar bodies of arbitrary shapes and materials.
This package is distributed by:
Energy Science and Technology Software Center
P.O. Box 62
1 Science.Gov Way
Oak Ridge, TN 37831
(865) 576-2606 TEL
(865) 576-6436 FAX
E-mail: ESTSC@osti.gov
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4. METHOD OF SOLUTION
HONDO2-SLA is a finite-element method program. Finite strain calculations are incorporated. Spatially, the program employs a four-node isoparametric quadrilateral element. In time, the program performs the integration using a central-difference method time integrator. Since the time integration scheme is only conditionally stable with respect to step-size, the program continuously monitors the step-size and adjusts it to keep the calculation stable. Five material subroutines are included covering elastic, viscoelastic, elastic-plastic, crushable foam, and soil behavior. Initial conditions on velocity but not displacement are allowed. Pressure loadings are allowed. Thermal loads are not implemented. The program includes a sliding interface capability which allows arbitrary values of the friction coefficient. An interface to the mesh-generation program QMESH and a restart feature are available. The user may choose between a constant stress element and a complete bilinear element with four stress states per element.
HONDO2-SLA is a finite-element method program. Finite strain calculations are incorporated. Spatially, the program employs a four-node isoparametric quadrilateral element. In time, the program performs the integration using a central-difference method time integrator. Since the time integration scheme is only conditionally stable with respect to step-size, the program continuously monitors the step-size and adjusts it to keep the calculation stable. Five material subroutines are included covering elastic, viscoelastic, elastic-plastic, crushable foam, and soil behavior. Initial conditions on velocity but not displacement are allowed. Pressure loadings are allowed. Thermal loads are not implemented. The program includes a sliding interface capability which allows arbitrary values of the friction coefficient. An interface to the mesh-generation program QMESH and a restart feature are available. The user may choose between a constant stress element and a complete bilinear element with four stress states per element.
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6. TYPICAL RUNNING TIME
The running time is dependent upon the size of problem. HONDO2-SLA is not vectorized for the Cray1. Running time for the sample problem of 142 nodes, 70 elements, and 225 time- steps is about 3 CPU seconds on a Cray1 and 6 CP seconds on either a CDC CYBER76 or a CDC CYBER170/875.
The running time is dependent upon the size of problem. HONDO2-SLA is not vectorized for the Cray1. Running time for the sample problem of 142 nodes, 70 elements, and 225 time- steps is about 3 CPU seconds on a Cray1 and 6 CP seconds on either a CDC CYBER76 or a CDC CYBER170/875.
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7. UNUSUAL FEATURES OF THE PROGRAM
The program can control the addition or deletion of memory and from blank COMMON. Memory is adjusted according to the size of the problem being executed. The memory adjustment feature may be eliminated by setting the size of blank COMMON array A(NDIMA) in the small main program HONDO2 equal to or greater than that needed for the solution and commenting out the calls to the memory adjustment routines. NDIMA is the dimension of array A. The memory adjusting routines are CMEMTOT, a FORTRAN IV subroutine in the Cray1 library CRAYCM, and REQEC, a FORTRAN- compatible CDC COMPASS function.
The program can control the addition or deletion of memory and from blank COMMON. Memory is adjusted according to the size of the problem being executed. The memory adjustment feature may be eliminated by setting the size of blank COMMON array A(NDIMA) in the small main program HONDO2 equal to or greater than that needed for the solution and commenting out the calls to the memory adjustment routines. NDIMA is the dimension of array A. The memory adjusting routines are CMEMTOT, a FORTRAN IV subroutine in the Cray1 library CRAYCM, and REQEC, a FORTRAN- compatible CDC COMPASS function.
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10. REFERENCES
- CRAY-1 Call to CMEMTOT, Sandia Note, received October 1984.
- HONDO2-SLA, NESC No. 672.CRA1, HONDO2-SLA Cray1 Version Tape
Description,
National Energy Software Center Note 87-10, November 14, 1986.
- HONDO2-SLA, NESC No. 672.CY76, HONDO2-SLA CDC CYBER76 Version Tape Description and Implementation Information,
National Energy Software Center Note 87-09, November 14, 1986.
- S. W. Key,
HONDO - A Finite Element Computer Program for the Large
Deformation Dynamic Response of Axisymmetric Solids,
SLA-74-0039, April 1974.
- S. W. Key,
A Finite Element Procedure for the Large Deformation Dynamic
Response of Axisymmetric Solids, Computer Methods in Applied
Mechanics and Engineering,
Vol. 4, pp. 195-218, 1974.
- CRAY-1 Call to CMEMTOT, Sandia Note, received October 1984.
- HONDO2-SLA, NESC No. 672.CRA1, HONDO2-SLA Cray1 Version Tape
Description,
National Energy Software Center Note 87-10, November 14, 1986.
- HONDO2-SLA, NESC No. 672.CY76, HONDO2-SLA CDC CYBER76 Version Tape Description and Implementation Information,
National Energy Software Center Note 87-09, November 14, 1986.
- S. W. Key,
HONDO - A Finite Element Computer Program for the Large
Deformation Dynamic Response of Axisymmetric Solids,
SLA-74-0039, April 1974.
- S. W. Key,
A Finite Element Procedure for the Large Deformation Dynamic
Response of Axisymmetric Solids, Computer Methods in Applied
Mechanics and Engineering,
Vol. 4, pp. 195-218, 1974.
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11. MACHINE REQUIREMENTS
The amount of memory required is dependent upon the size of the problem being executed. The memory used for the sample problem in decimal words is 64,000 on a Cray1, 21,900 small core memory (SCM) and 8200 large core memory (LCM) on a CDC CYBER76, and 30,000 SCM on a CDC CYBER170.
The amount of memory required is dependent upon the size of the problem being executed. The memory used for the sample problem in decimal words is 64,000 on a Cray1, 21,900 small core memory (SCM) and 8200 large core memory (LCM) on a CDC CYBER76, and 30,000 SCM on a CDC CYBER170.
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14. OTHER PROGRAMMING OR OPERATING INFORMATION OR RESTRICTIONS
The SNLA computer environment functions SECOND, CLOCK, and Date can be eliminated if desired. They are used to print date and time of execution and to calculate CPU seconds. The two calls to function REQEC in subroutine HONDO of the CDC version were commented out when NESC ran HONDO2-SLA on a CDC CYBER170/875 without ECS.
The SNLA computer environment functions SECOND, CLOCK, and Date can be eliminated if desired. They are used to print date and time of execution and to calculate CPU seconds. The two calls to function REQEC in subroutine HONDO of the CDC version were commented out when NESC ran HONDO2-SLA on a CDC CYBER170/875 without ECS.
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NESC0672/01
| File name | File description | Records |
|---|---|---|
| NESC0672_01.001 | HONDO SOURCE (SINGLE PRECISION) - F4 EBCDIC | 2189 |
| NESC0672_01.002 | HONDO SOURCE (DOUBLE PRECISION) - F4 EBCDIC | 2246 |
| NESC0672_01.003 | HONDO DD CARDS | 5 |
| NESC0672_01.004 | HONDO SAMPLE PROBLEM INPUT DATA | 26 |
| NESC0672_01.005 | HONDO OUTPUT - SINGLE PRECISION | 1006 |
| NESC0672_01.006 | HONDO OUTPUT - DOUBLE PRECISION | 1011 |
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- I. Deformation and Stress Distributions, Structural Analysis and Engineering Design Studies
Keywords: deformation, dynamics, finite element method, mechanical structures, nonlinear problems, numerical solution, solids, stresses, two-dimensional.