Civil engineering applications of the Asymptotic Expansion Load Decomposition beam model: an overview

A. Lebée; G. Corre; M. K. Ferradi; K. Sab; X. Cespedes

doi:10.1007/s00161-021-01027-x

Civil engineering applications of the Asymptotic Expansion Load Decomposition beam model: an overview

A. Lebée
, G. Corre
, M. K. Ferradi
, K. Sab
, X. Cespedes

Université Paris-Est
Strains

Research output: Contribution to journal › Article › peer-review

3 Citations (Scopus)

Abstract

The Asymptotic Expansion Load Decomposition higher-order beam model is based on the classical two-scale asymptotic expansion in the linear elasticity framework.It was successively extended to eigenstrains and to plasticity in small deformations in different papers. The present paper offers a comprehensive and consistent presentation of our approach applied to civil engineering applications.

Original language	English
Pages (from-to)	999-1019
Number of pages	21
Journal	Continuum Mechanics and Thermodynamics
Volume	35
Issue number	3
DOIs	https://doi.org/10.1007/s00161-021-01027-x
Publication status	Published - 1 May 2023
Externally published	Yes

Keywords

Asymptotic expansion
Higher-order beam model
Model reduction
Plasticity
Structural analysis

Access to Document

10.1007/s00161-021-01027-x

Cite this

@article{44f0745d000e4104b4d87d0783236a35,

title = "Civil engineering applications of the Asymptotic Expansion Load Decomposition beam model: an overview",

abstract = "The Asymptotic Expansion Load Decomposition higher-order beam model is based on the classical two-scale asymptotic expansion in the linear elasticity framework.It was successively extended to eigenstrains and to plasticity in small deformations in different papers. The present paper offers a comprehensive and consistent presentation of our approach applied to civil engineering applications.",

keywords = "Asymptotic expansion, Higher-order beam model, Model reduction, Plasticity, Structural analysis",

author = "A. Leb{\'e}e and G. Corre and Ferradi, \{M. K.\} and K. Sab and X. Cespedes",

note = "Publisher Copyright: {\textcopyright} 2021, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.",

year = "2023",

month = may,

day = "1",

doi = "10.1007/s00161-021-01027-x",

language = "English",

volume = "35",

pages = "999--1019",

journal = "Continuum Mechanics and Thermodynamics",

issn = "0935-1175",

publisher = "Springer Science and Business Media Deutschland GmbH",

number = "3",

}

TY - JOUR

T1 - Civil engineering applications of the Asymptotic Expansion Load Decomposition beam model

T2 - an overview

AU - Lebée, A.

AU - Corre, G.

AU - Ferradi, M. K.

AU - Sab, K.

AU - Cespedes, X.

PY - 2023/5/1

Y1 - 2023/5/1

N2 - The Asymptotic Expansion Load Decomposition higher-order beam model is based on the classical two-scale asymptotic expansion in the linear elasticity framework.It was successively extended to eigenstrains and to plasticity in small deformations in different papers. The present paper offers a comprehensive and consistent presentation of our approach applied to civil engineering applications.

AB - The Asymptotic Expansion Load Decomposition higher-order beam model is based on the classical two-scale asymptotic expansion in the linear elasticity framework.It was successively extended to eigenstrains and to plasticity in small deformations in different papers. The present paper offers a comprehensive and consistent presentation of our approach applied to civil engineering applications.

KW - Asymptotic expansion

KW - Higher-order beam model

KW - Model reduction

KW - Plasticity

KW - Structural analysis

U2 - 10.1007/s00161-021-01027-x

DO - 10.1007/s00161-021-01027-x

M3 - Article

AN - SCOPUS:85107490666

SN - 0935-1175

VL - 35

SP - 999

EP - 1019

JO - Continuum Mechanics and Thermodynamics

JF - Continuum Mechanics and Thermodynamics

IS - 3

ER -

Civil engineering applications of the Asymptotic Expansion Load Decomposition beam model: an overview

Abstract

Keywords

Access to Document

Fingerprint

Cite this