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Elastic postbuckling analysis of str...
~
Jayachandran, Arul.
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Elastic postbuckling analysis of structural systems = computational methods and applications /
Record Type:
Electronic resources : Monograph/item
Title/Author:
Elastic postbuckling analysis of structural systems/ by Arul Jayachandran.
Reminder of title:
computational methods and applications /
Author:
Jayachandran, Arul.
Published:
Cham :Springer Nature Switzerland : : 2025.,
Description:
xvii, 142 p. :ill. (some col.), digital ;24 cm.
[NT 15003449]:
Chapter 1. Introduction to Elastic Postbuckling Behavior of Structures -- Chapter 2. A Co-Rotation-Based Secant Matrix Procedure for the Elastic Postbuckling Analysis of Truss Structures -- Chapter 3. Variable Order Secant Matrices for the Kinematically Exact Postbuckling Analysis of Beams and Frames -- Chapter 4. Variable Order Secant Matrices for Geometric Nonlinear Analysis of Thin-Walled Open Sections -- Chapter 5. Improved secant matrices for the postbuckling analysis of thin initially imperfect plates -- Chapter 6. Postbuckling Analysis of Shallow Shells Using Secant Matrices Based on Marguerre's Shell Theory -- Chapter 7. Closing Remarks.
Contained By:
Springer Nature eBook
Subject:
Structural stability. -
Online resource:
https://doi.org/10.1007/978-3-031-89936-2
ISBN:
9783031899362
Elastic postbuckling analysis of structural systems = computational methods and applications /
Jayachandran, Arul.
Elastic postbuckling analysis of structural systems
computational methods and applications /[electronic resource] :by Arul Jayachandran. - Cham :Springer Nature Switzerland :2025. - xvii, 142 p. :ill. (some col.), digital ;24 cm. - Solid mechanics and its applications,v. 2322214-7764 ;. - Solid mechanics and its applications ;volume 232..
Chapter 1. Introduction to Elastic Postbuckling Behavior of Structures -- Chapter 2. A Co-Rotation-Based Secant Matrix Procedure for the Elastic Postbuckling Analysis of Truss Structures -- Chapter 3. Variable Order Secant Matrices for the Kinematically Exact Postbuckling Analysis of Beams and Frames -- Chapter 4. Variable Order Secant Matrices for Geometric Nonlinear Analysis of Thin-Walled Open Sections -- Chapter 5. Improved secant matrices for the postbuckling analysis of thin initially imperfect plates -- Chapter 6. Postbuckling Analysis of Shallow Shells Using Secant Matrices Based on Marguerre's Shell Theory -- Chapter 7. Closing Remarks.
This book presents a unified computational approach to postbuckling stability analysis of structures using the Total Potential Energy (TPE) framework. It builds upon the secant matrix technique (N1-N2 method) and introduces the Variable Order Secant Matrix (VoSM) method, providing a robust framework for analyzing reticulated, framed, continuum, and thin-walled systems under large deformations. The book derives the geometric nonlinear finite element formulations using Total Lagrangian (TL) and co-rotational TL formats, ensuring accurate postbuckling analysis. It includes benchmark problems and numerical case studies, making it a valuable resource for graduate students, researchers, and faculty involved in structural stability and advanced postbuckling investigations. Additionally, it serves as an indispensable reference for analyzing and designing steel structures.
ISBN: 9783031899362
Standard No.: 10.1007/978-3-031-89936-2doiSubjects--Topical Terms:
648208
Structural stability.
LC Class. No.: TA656
Dewey Class. No.: 624.171
Elastic postbuckling analysis of structural systems = computational methods and applications /
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Chapter 1. Introduction to Elastic Postbuckling Behavior of Structures -- Chapter 2. A Co-Rotation-Based Secant Matrix Procedure for the Elastic Postbuckling Analysis of Truss Structures -- Chapter 3. Variable Order Secant Matrices for the Kinematically Exact Postbuckling Analysis of Beams and Frames -- Chapter 4. Variable Order Secant Matrices for Geometric Nonlinear Analysis of Thin-Walled Open Sections -- Chapter 5. Improved secant matrices for the postbuckling analysis of thin initially imperfect plates -- Chapter 6. Postbuckling Analysis of Shallow Shells Using Secant Matrices Based on Marguerre's Shell Theory -- Chapter 7. Closing Remarks.
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This book presents a unified computational approach to postbuckling stability analysis of structures using the Total Potential Energy (TPE) framework. It builds upon the secant matrix technique (N1-N2 method) and introduces the Variable Order Secant Matrix (VoSM) method, providing a robust framework for analyzing reticulated, framed, continuum, and thin-walled systems under large deformations. The book derives the geometric nonlinear finite element formulations using Total Lagrangian (TL) and co-rotational TL formats, ensuring accurate postbuckling analysis. It includes benchmark problems and numerical case studies, making it a valuable resource for graduate students, researchers, and faculty involved in structural stability and advanced postbuckling investigations. Additionally, it serves as an indispensable reference for analyzing and designing steel structures.
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Engineering (SpringerNature-11647)
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