Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Lublin University of Technology
2014-09-01
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| Series: | Budownictwo i Architektura |
| Subjects: | |
| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/1816 |
| _version_ | 1797282244508778496 |
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| author | Tadeusz Urban Jakub Krakowski |
| author_facet | Tadeusz Urban Jakub Krakowski |
| author_sort | Tadeusz Urban |
| collection | DOAJ |
| description | The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement. |
| first_indexed | 2024-03-07T17:10:06Z |
| format | Article |
| id | doaj.art-b7c3f7969b244e548928c1dbdb28fa58 |
| institution | Directory Open Access Journal |
| issn | 1899-0665 2544-3275 |
| language | English |
| last_indexed | 2024-03-07T17:10:06Z |
| publishDate | 2014-09-01 |
| publisher | Lublin University of Technology |
| record_format | Article |
| series | Budownictwo i Architektura |
| spelling | doaj.art-b7c3f7969b244e548928c1dbdb28fa582024-03-03T01:21:42ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752014-09-0113310.35784/bud-arch.1816Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie modelTadeusz Urban 0Jakub Krakowski1Department of Concrete Structures, Faculty of Civil Engineering, Architecture and Environmental Engineering, Łódź University of TechnologyDepartment of Concrete Structures, Lodz University of TechnologyThe punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.https://ph.pollub.pl/index.php/bia/article/view/1816column – slab connectioneffective concrete strengthhigh strength concretereinforced concrete slabcolumn, load carrying capacityedge connection |
| spellingShingle | Tadeusz Urban Jakub Krakowski Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model Budownictwo i Architektura column – slab connection effective concrete strength high strength concrete reinforced concrete slab column, load carrying capacity edge connection |
| title | Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model |
| title_full | Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model |
| title_fullStr | Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model |
| title_full_unstemmed | Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model |
| title_short | Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model |
| title_sort | punching shear behavior of thick reinforced concrete slabs according to strut and tie model |
| topic | column – slab connection effective concrete strength high strength concrete reinforced concrete slab column, load carrying capacity edge connection |
| url | https://ph.pollub.pl/index.php/bia/article/view/1816 |
| work_keys_str_mv | AT tadeuszurban punchingshearbehaviorofthickreinforcedconcreteslabsaccordingtostrutandtiemodel AT jakubkrakowski punchingshearbehaviorofthickreinforcedconcreteslabsaccordingtostrutandtiemodel |