- -

Non-linear analysis of rheological effects in slender composite columns

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Non-linear analysis of rheological effects in slender composite columns

Show full item record

Fenollosa Forner, EJ.; Cabrera Fausto, I.; Almerich Chulia, AI. (2014). Non-linear analysis of rheological effects in slender composite columns. Applied Mechanichs and Materials. 578-579:389-395. doi:10.4028/www.scientific.net/AMM.578-579.389

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/55524

Files in this item

Item Metadata

Title: Non-linear analysis of rheological effects in slender composite columns
Author: Fenollosa Forner, Ernesto Jesús Cabrera Fausto, Ivan Almerich Chulia, Ana Isabel
UPV Unit: Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Issued date:
Abstract:
[EN] A thorough analysis of slender columns under axial force and bending moment requires second order effects assessment. Concrete s creep is one of the factors that increase lateral displacements of the bar in the long ...[+]
Subjects: Creep , Shrinkage , Composite , Columns , Buckling
Copyrigths: Cerrado
Source:
Applied Mechanichs and Materials. (issn: 1662-7482 )
DOI: 10.4028/www.scientific.net/AMM.578-579.389
Publisher:
Trans Tech Publications
Publisher version: http://www.scientific.net/AMM.578-579.389
Type: Artículo

References

Z. P. Bazant: Creep Stability and Buckling Strength of Concrete Columns. Magazine of Concrete Research. Vol. 20, nº 63. (1968), pp.85-94.

Z.P. Bazant: Phenomenological theories for creep of concrete based on rheological models. Acta Technica CSAV. Nº 1 (1966), pp.82-109.

Z. P. Bazant: Mathematical Modeling of Creep and Shrinkage of Concrete. Chapters 2 and 3. John Wiley and sons. New York (1988). [+]
Z. P. Bazant: Creep Stability and Buckling Strength of Concrete Columns. Magazine of Concrete Research. Vol. 20, nº 63. (1968), pp.85-94.

Z.P. Bazant: Phenomenological theories for creep of concrete based on rheological models. Acta Technica CSAV. Nº 1 (1966), pp.82-109.

Z. P. Bazant: Mathematical Modeling of Creep and Shrinkage of Concrete. Chapters 2 and 3. John Wiley and sons. New York (1988).

A. Kawano and R. F. Warner: Model Formulations for Numerical Creep Calculations for Concrete. Journal of Structural Engineering (1996), pp.284-290.

ANGLE. Structural Analysis Software for Finite Elements. Developed by A. Alonso. Department of Mechanics of the Continuous Medium and T. E. Universitat Politècnica de València.

W. Mc Guire, R. Gallagher and R. Ziemian. Matrix structural analysis. New York: John Wiley & Sons, Inc. (2000).

Asociación Española de Normalización y Certificación (AENOR) 1993. Eurocódigo 2: Proyecto de estructuras de hormigón. Parte 1-1: Reglas generales y reglas para edificación. Madrid: AENOR.

Asociación Española de Normalización y Certificación (AENOR) 1996. Eurocodigo 3: Proyecto de estructuras de acero. Parte 1-1: Reglas generales y reglas para edificación. Madrid: AENOR.

R. Duan, X. Huang and H. Zhang: Concrete Shrinkage and Creep Effect Prediction Model and the Influence Factors Analysis. Advanced Materials Research. Vols 756-759 (2013) p.2051-(2054).

K.S. Virdi and P.J. Dowling: The Ultimate Strength of Composite Columns in Biaxial Bending. In: Proceedings of the institution of civil engineers, Part 2; 55: (1973) pp.251-72.

J.Y.R. Yen: Quasi-Newton Method for Reinforced Concrete Column Analysis and Design. ASCE Journal Structural Engineering, 117(3) (1991), pp.657-66.

E. Fenollosa and A. Alonso: Assessment of Materials Nonlinearity in Framed Structures of Reinforced Concrete and Composites. 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures. (2013) pp.898-906.

E. Fenollosa and I. Cabrera: Analysis of Composite Section Columns Under Axial Compression and Biaxial Bending Moments. Structures and Architecture: Concepts, Applications and Challenges. Chapter 186. Taylor & Francis Group, London. (2013).

[-]

This item appears in the following Collection(s)

Show full item record