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Journal ArticleDOI

Dirichlet series creep function for aging concrete

Zdenek P. Bazant, +1 more
- 01 Jan 1973 - 
- Vol. 99, Iss: 2, pp 367-387
TLDR
In this paper, a simple method is presented by which the linear creep function of concrete can be approximated, with any desired accuracy, by Dirichlet series with variable coefficients, and smooth fits of the best known data on creep at constant temperature and water content are demonstrated.
Abstract
A simple method is presented by which the linear creep function of concrete can be approximated, with any desired accuracy, by Dirichlet series with variable coefficients. Smooth fits of the best known data on creep at constant temperature and water content are demonstrated. It is shown that the approximation is equivalent to the Kelvin chain model with age-dependent properties. Other approximations leading to the Kelvin chain are also presented. It is found, however, that no Kelvin chain approximation can avoid negativeness of some spring moduli for some periods of time, which precludes physical interpretation of hidden strains. But representations with Maxwell chain are free from this deficiency. The Dirichlet series approximation allows formulation of an efficient algorithm of step-by-step time integration of creep problems, for which arbitrary increase of the time step is possible and storage of the stress history can be dispensed with.

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Mathematical modeling of creep and shrinkage of concrete

TL;DR: Buyukozturk et al. as mentioned in this paper presented a state-of-the-art in mathematical modelling of creep and shrinkage in concrete: physical mechanisms and their mathematical description, Z.P.Bazant et al analysis of structures, O.G.Tsubaki et al conclusions for structural analysis and for formulation of standard design recommendations.
Journal ArticleDOI

Solidification Theory for Concrete Creep. II: Verification and Application

TL;DR: In this article, the authors verified and calibrated the theory that was formulated in the preceding paper by comparison with important test data from the literature pertaining to constant as well as variable stress at no (or negligible) simultaneous drying.
Journal ArticleDOI

Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms

TL;DR: The segmental prestressed concrete box girder of Koror-Babeldaob (KB) bridge in Palau, which had a record span of 241 m (791 ft) and collapsed in 1996 as a consequence of remedial prestressing, after a 3-month delay as mentioned in this paper.
Journal ArticleDOI

Endochronic theory of inelasticity and failure of concrete

TL;DR: In this paper, the intrinsic time model for concretes is extended to concrete and it is demonstrated that the proposed model predicts quite closely: (1) stress-strain diagrams for concrete of different strength; (2)uniaxial, biaxial and triaxial stressstrain diagram and failure envelopes; (3) failure envelopes for combined torsion and compression; (4) lateral strains and volume expansion in uniaxia and biaaxial tests; (5) the behavior of spirally confined concrete; (6)
Journal ArticleDOI

Rate-type creep law of aging concrete based on maxwell chain

TL;DR: In this paper, it was shown that the linear creep law of concrete can be characterized, with any desired accuracy, by a rate-type creep law that can be interpreted by a Maxwell chain model of time-variable viscosities and spring moduli.