Input of creep and shrinkage characteristics for a structural analysis program

Author:

Bazant Z. P.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering,General Engineering

Reference6 articles.

1. Paper H 3/4;Z. P. Bazant,1981

2. Bazant Z. P., Panula L.—Practical prediction of time-dependent deformations of concrete, Materials and Structures, Parts I and II: Vol. 11, No. 65, 1978, pp. 307–328; Parts III and IV: Vol. 11, No. 66, 1978, pp 415–434; Parts V and VI: Vol. 12, No. 69, 1979, pp. 169–183.

3. Bazant Z. P., Rossow E. C.,—CREEP 80—Axisymmetric finite element program for creep analysis of aging concrete structures at variable temperatures, Report No. 81-8A, Bazant and Rossow, Engineering Consultants, to Oak Ridge National Laboratory, Tennessee (subcontract No. 40-40434 V), Kenilworth, August 1981.

4. ASCE Task Committee on Finite Element Analysis of Reinforced Concrete Structures, Subcommittee 7, “Time-Dependent Effects”, Chapter VI in ReportFinite element analysis of reinforced concrete structures, ASCE, New York, 1981.

5. Bazant, Z. P., Wu S. T.—Rate-type creep law of aging concrete based on Maxwell chain, Materials and Structures (RILEM), Vol. 7, No. 37, 1974, pp. 45–60.

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