Non-linear Analysis of Statically Indeterminate SFRC Columns
The structural behaviour of steel fibre-reinforced concrete (SFRC) has been studied using non-linear finite element analysis (NLFEA) and ABAQUS software. An interesting feature of this work is the consideration of statically indeterminate SFRC columns. Most of the SFRC specimens studied in the liter...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Ernst & Sohn Verlag
2014
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/7967/1/NonLinear.pdf |
| _version_ | 1825822033321132032 |
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| author | Sharifah Maszura, Syed Mohsin Abbas, Ali A. Cotsovos, Demetrios M. Ruiz‐Teran, Ana M. |
| author_facet | Sharifah Maszura, Syed Mohsin Abbas, Ali A. Cotsovos, Demetrios M. Ruiz‐Teran, Ana M. |
| author_sort | Sharifah Maszura, Syed Mohsin |
| collection | UMP |
| description | The structural behaviour of steel fibre-reinforced concrete (SFRC) has been studied using non-linear finite element analysis (NLFEA) and ABAQUS software. An interesting feature of this work is the consideration of statically indeterminate SFRC columns. Most of the SFRC specimens studied in the literature are simply supported beams, and information on statically indeterminate columns is sparse. In addition, both axial and lateral loads were considered in order to allow for compression and flexural effects on the columns. The aim of the work was to examine the potential for using steel fibres to reduce the amount of conventional transverse steel reinforcement without compromising ductility and strength requirements. To achieve this, the spacing between shear links was increased while steel fibres were added as a substitute (spacing between shear links increased by 50 and 100 % with fibre volume fraction Vf increased to Vf = 1, 1.5, 2 and 2.5 %). The numerical model was carefully calibrated against existing experimental data to ensure the reliability of its predictions. Parametric studies were subsequently carried out, which provided insight into how the steel fibres can help reduce the number of conventional shear links. |
| first_indexed | 2024-03-06T11:50:32Z |
| format | Article |
| id | UMPir7967 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T11:50:32Z |
| publishDate | 2014 |
| publisher | Ernst & Sohn Verlag |
| record_format | dspace |
| spelling | UMPir79672018-05-16T03:47:23Z http://umpir.ump.edu.my/id/eprint/7967/ Non-linear Analysis of Statically Indeterminate SFRC Columns Sharifah Maszura, Syed Mohsin Abbas, Ali A. Cotsovos, Demetrios M. Ruiz‐Teran, Ana M. TA Engineering (General). Civil engineering (General) The structural behaviour of steel fibre-reinforced concrete (SFRC) has been studied using non-linear finite element analysis (NLFEA) and ABAQUS software. An interesting feature of this work is the consideration of statically indeterminate SFRC columns. Most of the SFRC specimens studied in the literature are simply supported beams, and information on statically indeterminate columns is sparse. In addition, both axial and lateral loads were considered in order to allow for compression and flexural effects on the columns. The aim of the work was to examine the potential for using steel fibres to reduce the amount of conventional transverse steel reinforcement without compromising ductility and strength requirements. To achieve this, the spacing between shear links was increased while steel fibres were added as a substitute (spacing between shear links increased by 50 and 100 % with fibre volume fraction Vf increased to Vf = 1, 1.5, 2 and 2.5 %). The numerical model was carefully calibrated against existing experimental data to ensure the reliability of its predictions. Parametric studies were subsequently carried out, which provided insight into how the steel fibres can help reduce the number of conventional shear links. Ernst & Sohn Verlag 2014 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7967/1/NonLinear.pdf Sharifah Maszura, Syed Mohsin and Abbas, Ali A. and Cotsovos, Demetrios M. and Ruiz‐Teran, Ana M. (2014) Non-linear Analysis of Statically Indeterminate SFRC Columns. Structural Concrete, 15 (1). pp. 94-105. ISSN 1751-7648. (Published) http://dx.doi.org/10.1002/suco.201300004 DOI: 10.1002/suco.201300004 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Sharifah Maszura, Syed Mohsin Abbas, Ali A. Cotsovos, Demetrios M. Ruiz‐Teran, Ana M. Non-linear Analysis of Statically Indeterminate SFRC Columns |
| title | Non-linear Analysis of Statically Indeterminate SFRC Columns |
| title_full | Non-linear Analysis of Statically Indeterminate SFRC Columns |
| title_fullStr | Non-linear Analysis of Statically Indeterminate SFRC Columns |
| title_full_unstemmed | Non-linear Analysis of Statically Indeterminate SFRC Columns |
| title_short | Non-linear Analysis of Statically Indeterminate SFRC Columns |
| title_sort | non linear analysis of statically indeterminate sfrc columns |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/7967/1/NonLinear.pdf |
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