Two Ways of Solving System of Nonlinear Structural Equations
DOI:
https://doi.org/10.13052/ejcm2642-2085.2853Keywords:
Constraint equality, objective function, load incremental parameter, structural equilibrium path, limit pointsAbstract
By applying the inner product of vectors, two objective functions are found. These vectors are taken from the structural equilibrium path. Via minimizing these functions, with respect to the load incremental parameter and the angle between particular vectors, two new constraint equalities are achieved. Since the scheme of authors is general, three more constraints are also reached. These formulations are similar to the previous presented nonlinear solvers, which confirm the legitimacy of new procedure. Afterward, several numerical tests are performed to prove the ability of the proposed techniques. Findings show that the new algorithms are capable in passing the load and displacement limit points of the various benchmark problems with severe nonlinear behaviors. Based on the number of increments and iterations and also the total analysis duration, the suggested methods have the maximum rapid convergence rate, in comparison to the normal plane, the updated normal plane and the cylindrical arc length strategies.
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Torkamani, M. A. M. and Sonmez, M. 2008. Solution techniques for
nonlinear equilibrium equations, Structures Congress: 18th Analysis and
Computation Specialty Conference, 1–17.
Chajes, A. and Churchill, J. E. 1987. Nonlinear frame analysis by finite
element methods. Journal of Structural Engineering, ASCE, 113(6),
–1235.
Batoz, J. L. and Dhatt, G. 1979. Incremental displacement algorithms
for nonlinear problems. International Journal for Numerical Methods in
Engineering, 14(8), 1262–1266.
Riks, E. 1979. An incremental approach to the solution of snapping and
buckling problems. International Journal of Solids and Structures, 15(7),
–551.
Ramm, E. 1981. Strategies for tracing the nonlinear response near limit
points. Nonlinear Finite Element Analysis in Structural Mechanics,
Springer, Berlin, Heidelberg, 63–89.
Bergan, P. G. 1980. Solution algorithms for nonlinear structural problems.
Computers & Structures, 12(4), 497–509.
Crisfield, M. A. 1981. A fast incremental/iterative solution procedure
that handles “snap-through”. Computers & Structures, 13, 55–62.
Chan, S. L. 1988. Geometric and material non-linear analysis of beamcolumns
and frames using the minimum residual displacement method.
International Journal for Numerical Methods in Engineering, 26(12),
–2669.
Rezaiee-Pajand, M. and Naserian, R. 2015. Using residual areas for
geometrically nonlinear structural analysis. Ocean Engineering, 105(1),
–335.
Rezaiee-Pajand, M. and Naserian, R. 2018. Geometrical nonlinear analysis
based on optimization technique. Applied Mathematical Modelling,
, 32–48.
Rezaiee-Pajand, M. and Afsharimoghadam, H. 2017. Optimization
formulation for nonlinear structural analysis. International Journal of
Optimization in Civil Engineering, 7(1), 109–127.
Yang, Y. B. and Shieh, M. S. 1990. Solution method for nonlinear problems
with multiple critical points. AIAA Journal, 28(12), 2110–2116.
Cardoso, E. L. and Fonseca, J. S. O. 2007. The GDC method as an
orthogonal arc-length method. Communications in Numerical Methods
in Engineering, 23(4), 263–271.
Leon, S. E., Lages, E. N., de Araújo, C. N. and Paulino, G. H. 2014.
On the effect of constraint parameters on the generalized displacement
control method. Mechanics Research Communications, 56, 123–129.
Allgower, E. L. and Georg, K. 1980. Homotopy methods for approximating
several solutions to nonlinear systems of equations. Numerical
Solution of Highly Nonlinear Problems, W. Forster ed., North-Holland,
–270.
Saffari, H., Fadaee, M. J. and Tabatabaei, R. 2008. Nonlinear analysis
of space trusses using modified normal flow algorithm. Journal of
Structural Engineering, ASCE, 134(6), 998–1005.
Rezaei-Pazhand, M. and Alamatian, J. 2005. Superior time step for
large deformation analysis by Dynamic Relaxation method. Modares
Technical and Engineering, 19, 61–74.
Rezaee Pajand, M. and Taghavian Hakkak, M. 2006. Nonlinear analysis
of truss structures using dynamic relaxation. International Journal of
Engineering Transactions B: Applications, 19(1), 11–22.
Rezaiee-Pajand, M. and Alamatian, J. 2008. Nonlinear dynamic analysis
by dynamic relaxation method. Structural Engineering and Mechanics,
(5), 549–570.
Rezaiee-Pajand, M. and Alamatian, J. 2011. Automatic DR structural
analysis of snap-through and snap-back using optimized load
increments. Journal of Structural Engineering, ASCE, 137(1), 109–116.
Rezaiee-Pajand, M., Sarafrazi, S. R. and Rezaiee, H. 2012. Efficiency
of dynamic relaxation methods in nonlinear analysis of truss and frame
structures. Computers & Structures, 112–113, 295–310.
Rezaiee-Pajand, M. and Alamatian, J. 2010. The dynamic relaxation
method using new formulation for fictitious mass and damping. Structural
Engineering and Mechanics, 34(1), 109–133.
Rezaiee-Pajand, M., Kadkhodayan, M., Alamatian, J. and Zhang, L.
C. 2011. A new method of fictitious viscous damping determination
for the dynamic relaxation method. Computers & Structures, 89(9–10),
–794.
Rezaiee-Pajand, M. and Rezaee, H. 2014. Fictitious time step for the
kinetic dynamic relaxation method. Mechanics of Advanced Materials
and Structures, 21(8), 631–644.
Rezaiee-Pajand, M., Kadkhodayan, M. and Alamatian, J. 2012.
Timestep selection for dynamic relaxation method. Mechanics Based
Design of Structures and Machines, 40(1), 42–72.
Rezaiee-Pajand, M. and Estiri, H. 2016. Mixing dynamic relaxation
method with load factor and displacement increments. Computers &
Structures, 168, 78–91.
Rezaiee-Pajand, M. and Estiri, H. 2016. Computing the structural
buckling limit load by using dynamic relaxation method. International
Journal of Non-Linear Mechanics, 81, 245–260.
Rezaiee-Pajand, M. and Estiri, H. 2016. Finding equilibrium paths
by minimizing external work in dynamic relaxation method. Applied
Mathematical Modelling, 40(23–24), 10300–10322.
Rezaiee-Pajand, M. and Estiri, H. 2018. Comparative analysis of threedimensional
frames by dynamic relaxation methods. Mechanics of
Advanced Materials and Structures, 25(6), 451–466.
Saffari, H. and Mansouri, I. 2011. Non-linear analysis of structures using
two-point method. International Journal of Non-Linear Mechanics,
(6), 834–840.
Saffari, H., Mirzai, N. M. and Mansouri, I. 2012. An accelerated incremental
algorithm to trace the nonlinear equilibrium path of structures.
Latin American Journal of Solids and Structures, 9(4), 425–442.
Ritto-Corrêa, M. and Camotim, D. 2008. On the arc-length and other
quadratic control methods: Established, less known and new implementation
procedures. Computers & Structures, 86(11–12), 1353–1368.
Leon, S. E., Paulino, G. H., Pereira, A., Menezes, I. F. M. and Lages,
E. N. 2011. A unified library of nonlinear solution schemes. Applied
Mechanics Reviews, 64(4), 040803-1–26.
Rezaiee-Pajand, M., Ghalishooyan, M. and Salehi-Ahmadabad, M.
Comprehensive evaluation of structural geometrical nonlinear
solution techniques Part I: Formulation and characteristics of the methods.
Structural Engineering and Mechanics, 48(6), 849–878.
Torkamani, M. A. M. and Shieh, J. H. 2011. Higher-order stiffness
matrices in nonlinear finite element analysis of plane truss structures.
Engineering Structures, 33(12), 3516–3526.
Rezaiee-Pajand, M. and Naserian, R. 2016. Using more accurate strain
for three-dimensional truss analysis. Asian Journal of Civil Engineering,
(1), 107–126.
Rezaiee-Pajand, M. and Naserian, R. 2017. Nonlinear frame analysis by
minimization technique. International Journal of Optimization in Civil
Engineering, 7(2), 291–318.
Rezaiee-Pajand, M. and Afsharimoghadam, H. 2018. An incremental
iterative solution procedure without predictor step. European Journal of
Computational Mechanics, 27(1), 58–87.
Rezaiee-Pajand, M., Naserian, R. and Afsharimoghadam, H. 2019.
Geometrical nonlinear analysis of structures using residual variables.
Mechanics Based Design of Structures and Machines, 47(2), 215–233.
Kweon, J. H. and Hong, C. S. 1994. An improved arc-length method
for postbuckling analysis of composite cylindrical panels. Computers &
Structures, 53(3), 541–549.
Feng, Y. T., Peria´c, D. and Owen, D. R. J. 1996. A new criterion
for determination of initial loading parameter in arc-length methods.
Computers & Structures, 58(3), 479–485.
Timoshenko, S. P. and Gere, J. M. 1961. Theory of elastic stability. New
York: McGraw-Hill, 147–150.
Tanaka, K., Kondoh, K. and Atluri, S. N. 1985. Instability analysis of
space trusses using exact tangent-stiffness matrices. Finite Elements in
Analysis and Design, 1(4), 291–311.
Rezaiee-Pajand, M., Tatar, M. and Moghaddasie, B. 2009. Some geometrical
bases for incremental-iterative methods. International Journal
of Engineering Transactions B: Applications, 22(3), 245–256.
Yang, Y. B., Lin, T. J., Leu, L. J. and Huang, C. W. 2008. Inelastic
postbuckling response of steel trusses under thermal loadings. Journal
of Constructional Steel Research, 64(12), 1394–1407.
Rezaiee-Pajand, M. and Sarafrazi, S. R. 2011. Nonlinear dynamic structural
analysis using dynamic relaxation with zero damping. Computers
& Structures, 89(13–14), 1274–1285.
Powell, G. and Simons, J. 1981. Improved iteration strategy for nonlinear
structures. International Journal for Numerical Methods in Engineering,
(10), 1455–1467.
Rezaiee-Pajand, M., Ghalishooyan, M. and Salehi-Ahmadabad, M.
Comprehensive evaluation of structural geometrical nonlinear
solution techniques Part II: Comparing efficiencies of the methods.
Structural Engineering and Mechanics, 48(6), 879–914.
Sze, K. Y. and Zheng, S. J. 1999. A hybrid stress nine-node degenerated
shell element for geometric nonlinear analysis. Computational
Mechanics, 23(5–6), 448–456.
Sze, K. Y., Liu, X. H. and Lo, S. H. 2004. Popular benchmark problems
for geometric nonlinear analysis of shells. Finite Elements in Analysis
and Design, 40(11), 1551–1569.
Feenstra, P. H. and Schellekens, J. C. J. 1991. Self-adaptive solution
algorithm for a constrained Newton-Raphson method. Technical Report
2-91-2-13, Delft University of Technology, Delft, The Netherlands.