New Semi‐Analytical Shell Elements

ABSTRACT New semi‐analytical shell elements are developed using the scaled boundary finite element method. A shell element is treated as a three‐dimensional continuum whose midsurface, the generalized “boundary” of the continuum, is characterized with a quadrilateral spectral element. It is along the thickness direction ξ that the midsurface is scaled to represent the three‐dimensional geometry and that the analytical displacement solution is sought. Neumann expansion is used to approximate the inverse of the Jacobian as a quadratic matrix polynomial of ξ while the assumed natural strain method is applied to alleviate the shear and membrane locking. The virtual work principle considering body forces is utilized to derive the scaled boundary finite element equation, which is directly solved via the differential quadrature method. Numerical examples show that the shell elements with five displacement sampling points along ξ can efficiently analyze thin to very thick general shells.

Authors

Institutions

Publication Details

Journal
International Journal for Numerical Methods in Engineering
Published
2025-02-20
DOI
https://doi.org/10.1002/nme.70011
Citations
2
Primary Topic
Composite Structure Analysis and Optimization
Type
article
Field-Weighted Citation Impact
1.73

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

New Semi‐Analytical Shell Elements

Jianghuai Li
2 citations
International Journal for Numerical Methods in Engineering
Composite Structure Analysis and Optimization
1.73
article

New Semi‐Analytical Shell Elements

Jianghuai Li
article en
2 citations

Abstract

ABSTRACT New semi‐analytical shell elements are developed using the scaled boundary finite element method. A shell element is treated as a three‐dimensional continuum whose midsurface, the generalized “boundary” of the continuum, is characterized with a quadrilateral spectral element. It is along the thickness direction ξ that the midsurface is scaled to represent the three‐dimensional geometry and that the analytical displacement solution is sought. Neumann expansion is used to approximate the inverse of the Jacobian as a quadratic matrix polynomial of ξ while the assumed natural strain method is applied to alleviate the shear and membrane locking. The virtual work principle considering body forces is utilized to derive the scaled boundary finite element equation, which is directly solved via the differential quadrature method. Numerical examples show that the shell elements with five displacement sampling points along ξ can efficiently analyze thin to very thick general shells.

International Journal for Numerical Methods in EngineeringVol. 126(4)
Ningbo University (CN)
Natural Science Foundation of Zhejiang Province
Openalex Percentile: Top 20%
Composite Structure Analysis and Optimization
1.73
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.