Remnant creep based visco-elastic model for concrete creep analysis

Author:

Kwan Albert K. H.1,Ng Pui Lam1

Affiliation:

1. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China

Abstract

Creep of concrete could cause adverse stress redistributions and excessive deformations. Its structural effects can be assessed by conducting time-step analysis using finite-element methods with time-integration formulation, in which the creep strain at any time is determined as the cumulative creep responses to stress increments in previous time steps. This process entails memorisation of the stress histories of all the concrete elements, leading to prohibitive demands of computer memory and time, especially for large and complex structures. To avoid having to memorise the stress histories, a remnant creep based visco-elastic model is developed, whereby the remnant creep strains are employed to evaluate the incremental creep strains. This model circumvents the need for memorising the stress histories and possesses a great flexibility in fitting with codified creep formulas. Numerical examples are presented to demonstrate the general applicability of the proposed model.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A creep model coupling moisture and mechanical damage for water-bearing concrete;Construction and Building Materials;2022-04

2. Creep properties of recycled tyre rubber concrete;Construction and Building Materials;2019-06

3. Creep Failure of Concrete under High Stress;Journal of Testing and Evaluation;2018-11-30

4. Analysis of Non-Uniform Shrinkage Effect in Box Girder Sections for Long-Span Continuous Rigid Frame Bridge;The Baltic Journal of Road and Bridge Engineering;2018-06-25

5. A rigorous analytical model for shrinkage cracking of reinforced concrete;Magazine of Concrete Research;2017-02

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