Two Ways of Solving System of Nonlinear Structural Equations

Authors

  • Mohammad Rezaiee-Pajand Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran
  • Rahele Naserian Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran
  • Hossein Afsharimoghadam Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran

DOI:

https://doi.org/10.13052/ejcm2642-2085.2853

Keywords:

Constraint equality, objective function, load incremental parameter, structural equilibrium path, limit points

Abstract

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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Author Biographies

Mohammad Rezaiee-Pajand, Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran

Mohammad Rezaiee-Pajand received his PhD in Structural Engineering from University of Pittsburgh, Pittsburgh, PA, USA. He is currently a Professor at Ferdowsi University of Mashhad (FUM), Mashhad, Iran. His research interests are: Nonlinear structural analysis, Finite element method, Dynamic relaxation method, Composite structures, Structural vibration, Structural dynamics, Nonlinear solvers, Time integration, Plate and shell, Computational plasticity, Structural optimization, Engineering mathematics and Numerical techniques.

Rahele Naserian, Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran

Rahele Naserian received his PhD in Structural Engineering from Ferdowsi University of Mashhad (FUM), Iran. She is currently an Assistant Professor at Toos Institute of Higher Education, Mashhad, Iran. Her research interests are: Nonlinear structural analysis, Finite element method, Composite structures and Experimental and numerical simulation of reinforced concrete structures.

Hossein Afsharimoghadam, Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran

Hossein Afsharimoghadam is a Ph.D. student of Structural Engineering at Ferdowsi University of Mashhad (FUM), Iran. He received his B.Sc. degree in Civil Engineering, and also M.Sc. degree in Structural Engineering from FUM. His research interests are: Nonlinear analysis, Structural optimization, Seismic design and Steel structures.

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Published

2020-01-14

How to Cite

Rezaiee-Pajand, M., Naserian, R., & Afsharimoghadam, H. (2020). Two Ways of Solving System of Nonlinear Structural Equations. European Journal of Computational Mechanics, 28(5), 433–466. https://doi.org/10.13052/ejcm2642-2085.2853

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