Numerical Model for the Analysis of Unbonded Prestressed Members-Reference-Cited by-同舟云学术

Numerical Model for the Analysis of Unbonded Prestressed Members

Published:2006-01 Issue:1 Volume:132 Page:34-42
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Barbieri Ranier Adonis¹²²,de Paula Simões Lopes Gastal Francisco¹²²,Filho Américo Campos¹²²

Affiliation:

1. Associated Researcher, Civil Engineering Graduate Program, Federal Univ. of Brasil at Rio Grande do Sul-UFRGS, R. João Abbott, 516/501, 90460-150, Porto Alegre, RS, Brasil.

2. Professor, Civil Engineering Graduate Program, Federal Univ. of Brasil at Rio Grande do Sul-UFRGS, Av. Osvaldo Aranha, 99, 3° andar, 90035-190, Porto Alegre, RS, Brasil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A1%2834%29

Reference19 articles.

1. Barbieri R. A. (2003). “Modelo numérico para a análise de elementos com protensão aderente e não aderente.” PhD thesis Universidade Federal do Rio Grande do Sul Porto Alegre Brasil (In Portuguese).

2. Numerical determination of long-range stress history from strain history in concrete

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

4. Nonlinear time-dependent analysis of planar frames using an ‘exact’ formulation—I. Theory

5. Ultimate stress for unbonded post-tensioning tendons in partially prestressed beams;Chakrabarti P. R.;ACI Struct. J.,1995

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