ANSYS UserMat and its corresponding special MACRO are developed for implementing the linear matching method (LMM) for the limit analysis by using ANSYS. By this, pre and post-processing for the limit analysis can be done in the sole ANSYS circumstance without a help of any additional programs. Once user creates the FE model and enters the parameters for the LMM analysis by using ANSYS interface, ANSYS then will evaluate the upper and lower bound of limit load automatically. In order to overcome the drawback of LMM which does not give the reliable lower bound of limit load, the elastic compensation method (ECM) for the computation of lower bound of limit load is combined with the LMM so that the converged upper and lower bound of limit load is obtained, respectively. Moreover, a simple method is proposed in order to overcome the numerical difficulty of LMM due to the high gradient of stress state. Some numerical examples were given to validate the proposed method and the corresponding computational system and the reliable stability was shown, as expected.
Published in | American Journal of Mechanics and Applications (Volume 12, Issue 2) |
DOI | 10.11648/j.ajma.20251202.11 |
Page(s) | 22-32 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2025. Published by Science Publishing Group |
LMM, Limit Analysis, ANSYS UPF
[1] | D. Weichert, A. Ponter, Limit States of Materials and Structures, Springer, Wien/New York, 2009. |
[2] | J. W. Simon, D. Weichert, Numerical lower bound shakedown analysis of engineering structures. Comput. Methods. Appl. Mech. Engrg. 200(2011) 2828–2839. |
[3] | A. R. S. Ponter, K. F. Carter, Limit state solutions, based upon linear elastic solutions with a spatially varying elastic modulus. Comput. Methods. Appl. Mech. Engrg. 140(1997) 237-258. |
[4] | A. R. S. Ponter, P. Fuschi, M. Engelhardt, Limit analysis for a general class of yield conditions. Eur. J. Mech. A/Solids, 19 (2000) 401-422. |
[5] | H. F. Chen, A. R. S. Ponter, Shakedown and limit analyses for 3D structures using the linear matching method. Int. J. Pre. Ves. & Piping, 78(2001) 443-451. |
[6] | H. F. Chen, Lower and upper bound shakedown analysis of structures with temperature-dependent yield stress. J. Pre. Ves. Tech. 132 (2010) 1-8. |
[7] | H. F. Chen, Linear Matching Method for Design Limits in Plasticity. Comp. Mat. & Continua, 20 (2010) 159-183. |
[8] | O. Barrera, A. C. F. Cocks, A. R. S. Ponter, The linear matching method applied to composite materials: a micromechanical approach. Compos. Sien. Tech. 2010. |
[9] | A. A. Pisano, P. Fuschi, A numerical approach for limit analysis of orthotropic composite laminates. Int. J. Num. Methods Engng. 70(2007) 71-93. |
[10] | A. A. Pisano, P. Fuschi, Mechanically fastened joints in composite laminates: evaluation of load bearing capacity. Composites, Part B, Eng 42(2011) 949–961. |
[11] | A. A. Pisano, P. Fuschi, D. De Domenico, Peak load prediction of multi-pin joints FRP laminates by limit analysis. Compos Struct 96(2013) 763–772. |
[12] | D. J. Tipping, The Linear Matching Method: A Guide to the ABAQUS User Subroutines", Report E/REP/BBGB/0017/GEN/07, British Energy Generation Ltd, 2008. |
[13] | F. A. Gaydon, A. W. McCrum, A theoretical investigation on the yield point loading of a square plate with a central circular hole. Int. J. Solids Structures, 2(1954), 156-169. |
[14] | D. J. F. Ewing, R. J. Spurr. The yield-point loads of symmetrically-notched pin loaded tensile strips. J. Mech. Phys. Solids. 22(1974) 27-36. |
[15] | A. G. Miller. Review of limit loading of structures containing defects. Int. J. Pres. Ves. & Piping. 32(1988) 197-327. |
[16] | Y. Yamamot, S. Asada, A. Okamoto. Round robin calculations of collapse loads-A torispherical pressure vessel head with a conical transition. ASME, J. Pres. Ves. Tech. 119(1997) 503-509. |
[17] | V. D. Khoi: Dual Limit and Shakedown Analysis of Structures, PhD Thesis, Université de Liége, Belgium, 2001. |
[18] | M. Staat, M. Heitzer, Limit and shakedown analysis for plastic safety of complex structures. Transactions of the 14th International Conference on Structural Mechanics in Reactor Technology (SMiRT 14), Vol. B, Lyon, France, August 17-22, 1997, B02/2. |
[19] | H. Peng, Y. H Liu, H. F. Chen, A numerical formulation and algorithm for limit and shakedown analysis of large-scale elastoplastic structures, Comput. Mech., 2018, |
[20] | H. Peng, Y. H Liu, Stress Compensation Method for Structural Shakedown Analysis, Key Eng. Mat., 794(2019), 169-181. |
[21] | H. Peng, Y. H Liu, H. F. Chen, J. Shen, Shakedown analysis of engineering structures under multiple variable mechanical and thermal loads using the stress compensation method, Int. J. Mech. Sci. 2018, |
[22] | H. Peng, Y. H Liu, H. F. Chen, Shakedown analysis of elastic-plastic structures considering the effect of temperature on yield strength: Theory, method and applications, Euro. J. Mech./A Solids, 2018 |
[23] | N. K. Cho, H. Peng, Shakedown, ratchet, and limit analysis of 90° back-to-back pipe bends under cyclic in-plane opening bending and steady internal pressure, Euro. J. Mech./A Solids, 2017, |
APA Style
Ri, J., Hong, H., Kim, Y., Ri, J. (2025). A Numerical Implementation of Linear Matching Method for the Limit Analysis. American Journal of Mechanics and Applications, 12(2), 22-32. https://doi.org/10.11648/j.ajma.20251202.11
ACS Style
Ri, J.; Hong, H.; Kim, Y.; Ri, J. A Numerical Implementation of Linear Matching Method for the Limit Analysis. Am. J. Mech. Appl. 2025, 12(2), 22-32. doi: 10.11648/j.ajma.20251202.11
@article{10.11648/j.ajma.20251202.11, author = {Jun-Hyok Ri and Hyon-Sik Hong and Yong-Chol Kim and Jin-Chol Ri}, title = {A Numerical Implementation of Linear Matching Method for the Limit Analysis }, journal = {American Journal of Mechanics and Applications}, volume = {12}, number = {2}, pages = {22-32}, doi = {10.11648/j.ajma.20251202.11}, url = {https://doi.org/10.11648/j.ajma.20251202.11}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajma.20251202.11}, abstract = {ANSYS UserMat and its corresponding special MACRO are developed for implementing the linear matching method (LMM) for the limit analysis by using ANSYS. By this, pre and post-processing for the limit analysis can be done in the sole ANSYS circumstance without a help of any additional programs. Once user creates the FE model and enters the parameters for the LMM analysis by using ANSYS interface, ANSYS then will evaluate the upper and lower bound of limit load automatically. In order to overcome the drawback of LMM which does not give the reliable lower bound of limit load, the elastic compensation method (ECM) for the computation of lower bound of limit load is combined with the LMM so that the converged upper and lower bound of limit load is obtained, respectively. Moreover, a simple method is proposed in order to overcome the numerical difficulty of LMM due to the high gradient of stress state. Some numerical examples were given to validate the proposed method and the corresponding computational system and the reliable stability was shown, as expected.}, year = {2025} }
TY - JOUR T1 - A Numerical Implementation of Linear Matching Method for the Limit Analysis AU - Jun-Hyok Ri AU - Hyon-Sik Hong AU - Yong-Chol Kim AU - Jin-Chol Ri Y1 - 2025/05/09 PY - 2025 N1 - https://doi.org/10.11648/j.ajma.20251202.11 DO - 10.11648/j.ajma.20251202.11 T2 - American Journal of Mechanics and Applications JF - American Journal of Mechanics and Applications JO - American Journal of Mechanics and Applications SP - 22 EP - 32 PB - Science Publishing Group SN - 2376-6131 UR - https://doi.org/10.11648/j.ajma.20251202.11 AB - ANSYS UserMat and its corresponding special MACRO are developed for implementing the linear matching method (LMM) for the limit analysis by using ANSYS. By this, pre and post-processing for the limit analysis can be done in the sole ANSYS circumstance without a help of any additional programs. Once user creates the FE model and enters the parameters for the LMM analysis by using ANSYS interface, ANSYS then will evaluate the upper and lower bound of limit load automatically. In order to overcome the drawback of LMM which does not give the reliable lower bound of limit load, the elastic compensation method (ECM) for the computation of lower bound of limit load is combined with the LMM so that the converged upper and lower bound of limit load is obtained, respectively. Moreover, a simple method is proposed in order to overcome the numerical difficulty of LMM due to the high gradient of stress state. Some numerical examples were given to validate the proposed method and the corresponding computational system and the reliable stability was shown, as expected. VL - 12 IS - 2 ER -