Analysis of concrete beams with circular web openings using strut and tie models
This study examines the strut-and-tie model for the analysis of reinforced concrete beams that contain geometric discontinuities in the form of a transverse circular opening in the web. Three T-beams with circular openings tested earlier by the authors have been chosen, and a strut-and-tie model was...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | en |
| Published: |
Faculty of Civil Engineering, Universiti Teknologi Malaysia
2006
|
| Subjects: | |
| Online Access: | http://eprints.utm.my/7974/1/MAMansur2006_AnalysisofConcreteBeamsWithCircular.pdf http://eprints.utm.my/7974/ http://web.utm.my/ipasa/images/stories/MJCE/2006/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1845471919449571328 |
|---|---|
| author | Mansur, M. A. Tan, King Hwee Weng, W. |
| author_facet | Mansur, M. A. Tan, King Hwee Weng, W. |
| author_sort | Mansur, M. A. |
| building | UTM Library |
| collection | Institutional Repository |
| content_provider | Universiti Teknologi Malaysia |
| content_source | UTM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | This study examines the strut-and-tie model for the analysis of reinforced concrete beams that contain geometric discontinuities in the form of a transverse circular opening in the web. Three T-beams with circular openings tested earlier by the authors have been chosen, and a strut-and-tie model was constructed for each beam. A comparison of the theoretical predictions concerning the ultimate strength, mode of failure and the proportion of applied shear carried by the chord members above and below the opening show good agreement with test results. The truss model also explains clearly the role of diagonal reinforcement in relieving concrete distress at the throat section by transferring a significant amount of applied shear across the discontinuity. |
| format | Article |
| id | my.utm.eprints-7974 |
| institution | Universiti Teknologi Malaysia |
| language | en |
| publishDate | 2006 |
| publisher | Faculty of Civil Engineering, Universiti Teknologi Malaysia |
| record_format | eprints |
| spelling | my.utm.eprints-79742010-08-18T04:12:53Z http://eprints.utm.my/7974/ Analysis of concrete beams with circular web openings using strut and tie models Mansur, M. A. Tan, King Hwee Weng, W. TA Engineering (General). Civil engineering (General) This study examines the strut-and-tie model for the analysis of reinforced concrete beams that contain geometric discontinuities in the form of a transverse circular opening in the web. Three T-beams with circular openings tested earlier by the authors have been chosen, and a strut-and-tie model was constructed for each beam. A comparison of the theoretical predictions concerning the ultimate strength, mode of failure and the proportion of applied shear carried by the chord members above and below the opening show good agreement with test results. The truss model also explains clearly the role of diagonal reinforcement in relieving concrete distress at the throat section by transferring a significant amount of applied shear across the discontinuity. Faculty of Civil Engineering, Universiti Teknologi Malaysia 2006 Article PeerReviewed application/pdf en http://eprints.utm.my/7974/1/MAMansur2006_AnalysisofConcreteBeamsWithCircular.pdf Mansur, M. A. and Tan, King Hwee and Weng, W. (2006) Analysis of concrete beams with circular web openings using strut and tie models. Malaysian Journal of Civil Engineering, 18 (2). pp. 89-98. ISSN 1823-7843 http://web.utm.my/ipasa/images/stories/MJCE/2006/ |
| spellingShingle | TA Engineering (General). Civil engineering (General) Mansur, M. A. Tan, King Hwee Weng, W. Analysis of concrete beams with circular web openings using strut and tie models |
| title | Analysis of concrete beams with circular web openings using strut and tie models
|
| title_full | Analysis of concrete beams with circular web openings using strut and tie models
|
| title_fullStr | Analysis of concrete beams with circular web openings using strut and tie models
|
| title_full_unstemmed | Analysis of concrete beams with circular web openings using strut and tie models
|
| title_short | Analysis of concrete beams with circular web openings using strut and tie models
|
| title_sort | analysis of concrete beams with circular web openings using strut and tie models |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/7974/1/MAMansur2006_AnalysisofConcreteBeamsWithCircular.pdf http://eprints.utm.my/7974/ http://web.utm.my/ipasa/images/stories/MJCE/2006/ |
| url_provider | http://eprints.utm.my/ |