Nonlinear creep damage constitutive model of concrete based on fractional calculus theory

C Zhang, Z Zhu, S Zhu, Z He, D Zhu, J Liu, S Meng - Materials, 2019 - mdpi.com
Concrete creep has become one of the major problems that threatens concrete structural
development and construction. However, a reasonable and accurate calculation model for …

Experimental and numerical investigations of precast circular reinforced concrete slender columns with intermediate connection

A Hamoda, M Ahmed, AA Abadel… - Advances in Structural …, 2024 - journals.sagepub.com
This paper carries out experimental and numerical investigations on the axial performance
of circular Reinforced Concrete (RC) precast slender columns with an intermediate …

A practical creep model for concrete elements under eccentric compression

H Huang, R Garcia, SS Huang, M Guadagnini… - Materials and …, 2019 - Springer
Many prestressed concrete bridges are reported to suffer from excessive vertical deflections
and cracking during their service life. Creep softens the structure significantly, and therefore …

Geometrically and materially nonlinear creep behaviour of reinforced concrete columns

E Hamed, C Lai - Structures, 2016 - Elsevier
ABSTRACT A mathematical model is developed, which considers creep at the nonlinear
range of stresses, shrinkage, aging, cracking, and the geometric nonlinearity in reinforced …

FE analysis of short-and long-term behavior of simply supported slender prestressed concrete columns under eccentric end axial loads causing uniaxial bending

T Lou, SMR Lopes, AV Lopes - Engineering Structures, 2015 - Elsevier
An eccentrically loaded slender prestressed concrete column is characterized by P-delta
effects resulting from the development of lateral deflections with the applied axial loads …

Construction of uniaxial interaction diagram for slender reinforced concrete column based on nonlinear finite element analysis

B Ahmed, K Zerfu, EC Agon - Advances in Civil Engineering, 2021 - Wiley Online Library
Slender reinforced concrete column may fail in material failure or instability failure. Instability
failure is a common problem which cannot be analyzed with first‐order analysis. So, second …

Linear and Non-linear Creep models for a multi-layered concrete composite

R Balevičius, G Marčiukaitis - Archives of civil and mechanical engineering, 2013 - Springer
One-and two-dimensional linear and nonlinear creep models for predicting the time-
dependent behavior of a concrete composite under compression are proposed. These …

[HTML][HTML] Novel approach to the stability assessment of reinforced concrete columns

S Mahdi, MSM Ali, AH Sheikh, RJ Gravina - Engineering Structures, 2023 - Elsevier
Geometric and material nonlinearities inherent in slender reinforced concrete (RC) columns
have often limited the accuracy of stability models in determining the deformational …

Combined nomograms for calculating the bearing capacity and reinforcement of high-strength and normal concrete RC columns

L Li, D Zhou - International Journal of Structural Integrity, 2024 - emerald.com
Purpose This paper aims to obtain a calculation method by hand without iteration.
Design/methodology/approach This paper adopts strains as known quantities to solve the …

Optimization of slender reinforced concrete columns subjected to biaxial bending using genetic algorithms

SL Pires, MCAT Silva - Revista IBRACON de Estruturas e Materiais, 2021 - SciELO Brasil
In this paper, a computational tool was developed to optimize the design of slender
reinforced concrete columns subjected to biaxial bending considering the material and …