TY - JOUR
T1 - Smeared-bar model for viscoelastic analysis of uncracked reinforced concrete structures
AU - Hedegaard, Brock D.
AU - Shield, Carol K.
AU - French, Catherine E.W.
N1 - Publisher Copyright:
© 2014 American Society of Civil Engineers.
PY - 2015/7/1
Y1 - 2015/7/1
N2 - This paper presents a technique for computing the time-dependent behavior of reinforced and prestressed concrete as a composite material. This technique, when implemented in a finite-element model and assuming that the concrete and steel reinforcement act as a composite material, is computationally advantageous compared with explicitly modeling the concrete and steel materials separately. The method is developed assuming linear viscoelasticity and uncracked sections. The approach starts by first approximating the creep compliance functions for the viscoelastic concrete as a Kelvin chain model. This approximation allows the viscoelastic behavior to be framed as a rate-type creep law, which converts the analysis to an equivalent elastic problem, simplifying the computations. This approach, originally developed for plain concrete, is extended in this paper to account for the effects of linear elastic reinforcement. Several implementation examples are provided documenting the viability of the method for problems of uniaxial, multiaxial, and bending behaviors. For the presented cases, the composite method is shown to provide similar results compared with models containing explicitly modeled reinforcement. The paper concludes with a discussion regarding how to extend the methodology to the general case with linear viscoelastic reinforcement and matrix materials.
AB - This paper presents a technique for computing the time-dependent behavior of reinforced and prestressed concrete as a composite material. This technique, when implemented in a finite-element model and assuming that the concrete and steel reinforcement act as a composite material, is computationally advantageous compared with explicitly modeling the concrete and steel materials separately. The method is developed assuming linear viscoelasticity and uncracked sections. The approach starts by first approximating the creep compliance functions for the viscoelastic concrete as a Kelvin chain model. This approximation allows the viscoelastic behavior to be framed as a rate-type creep law, which converts the analysis to an equivalent elastic problem, simplifying the computations. This approach, originally developed for plain concrete, is extended in this paper to account for the effects of linear elastic reinforcement. Several implementation examples are provided documenting the viability of the method for problems of uniaxial, multiaxial, and bending behaviors. For the presented cases, the composite method is shown to provide similar results compared with models containing explicitly modeled reinforcement. The paper concludes with a discussion regarding how to extend the methodology to the general case with linear viscoelastic reinforcement and matrix materials.
KW - Analysis and Computation
KW - Finite-element analysis
KW - Prestressed concrete
KW - Reinforced concrete
KW - Time-dependent behavior
KW - Viscoelasticity
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U2 - 10.1061/(ASCE)ST.1943-541X.0001124
DO - 10.1061/(ASCE)ST.1943-541X.0001124
M3 - Article
AN - SCOPUS:84932124855
SN - 0733-9445
VL - 141
JO - Journal of Structural Engineering (United States)
JF - Journal of Structural Engineering (United States)
IS - 7
M1 - 4014167
ER -