NDLI: Study on nonlinear dynamic buckling of single-layer elliptical paraboloid latticed shells under impact load

Content Provider	IEEE Xplore Digital Library
Author	Qiang Liu Wei Che Huajin Yu
Copyright Year	2011
Description	Author affiliation: CEFR Research Center, China Institute of Atomic Energy, Beijing, China (Qiang Liu; Huajin Yu) \|\| School of Engineering & Technology, China University of Geosciences, Beijing, China (Wei Che)
Abstract	This paper simulates dynamic responses of single-layer elliptical paraboloid latticed shells under impact based on rate-dependent isotropic hardening material model, master-slave contact point searching method and penalty function method. Node displacement and structural energy are analyzed under impact of freely falling with certain initial height. The dynamic buckling of plasticity is judged according to the dynamic responses. The effects of all kinds of parameters (such as span, rise-to-span ratio and cross-sectional areas of members etc.) are analyzed on the structural dynamic buckling. The results show that the displacements of characteristic nodes, stain energy and total energy of the structure increase all of a sudden. The vertical stiffness of the latticed shells strengthens and critical momentums are enhanced with rise-to-span ratio's aggrandizement, and cross-sectional areas of members increasing. Supporting condition has a slight effect on critical loads and the latticed shells are sensitive highly to initial geometric imperfection.
Starting Page	2640
Ending Page	2644
File Size	362182
Page Count	5
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5775209
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Heuristic algorithms Stability criteria Manuals Materials Master-slave Nonlinear dynamic buckling Penalty function algorithm Nonlinear dynamical systems Elliptical parabolic latticed shells Impact load
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Analysis of Overall Stability of a Suspended Dome Structure

Optimization for Maximum Nonlinear Buckling Load and Topics on Imperfection of Latticed Shells

Elastic Buckling Characteristics of Single Layer Latticed Shells Composed of Hexagonal Grids

Improved Master-Slave Parallel Task-Allocating Algorithm and Its Implement

Analysis of Overall Stability of a Suspended Dome Structure

Studies of the Buckling Mode for the Elastic Buckling Load Estimation of Single Layer Latticed Cylindrical Roofs

Nonlinear Dynamic Buckling of FGM Shallow Conical Shells under Triangular Pulse Impact Loads

Zvrs master slave parallel task-allocating algorithm using RR scheduling and its implement

Nonlinear Buckling Analysis of Composite Shells under Axial Load

Study on nonlinear dynamic buckling of single-layer elliptical paraboloid latticed shells under impact load

Similar Documents

Analysis of Overall Stability of a Suspended Dome Structure

Optimization for Maximum Nonlinear Buckling Load and Topics on Imperfection of Latticed Shells

Elastic Buckling Characteristics of Single Layer Latticed Shells Composed of Hexagonal Grids

Improved Master-Slave Parallel Task-Allocating Algorithm and Its Implement

Analysis of Overall Stability of a Suspended Dome Structure

Studies of the Buckling Mode for the Elastic Buckling Load Estimation of Single Layer Latticed Cylindrical Roofs

Nonlinear Dynamic Buckling of FGM Shallow Conical Shells under Triangular Pulse Impact Loads

Zvrs master slave parallel task-allocating algorithm using RR scheduling and its implement

Nonlinear Buckling Analysis of Composite Shells under Axial Load

Study on nonlinear dynamic buckling of single-layer elliptical paraboloid latticed shells under impact load