Flexural behavior of composite beam with ferrocement permanent formwork.
This paper reports the flexural behavior of sixteen simply supported concrete ferrocement composite beams of span 2.342 m. The load transfer between the upright channel shape ferrocement formwork and the r.c core beam is achieved through t2 mm rectangular hump shear connectors. The formwork prov...
| Main Authors: | , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
1991
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| Subjects: | |
| Online Access: | http://psasir.upm.edu.my/id/eprint/19971/1/ID%2019971.pdf |
| _version_ | 1796969712236625920 |
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| author | Abdul Kadir, Mohammad Razali Che Muda, Zakaria Abang Ali, Abang Abdullah |
| author_facet | Abdul Kadir, Mohammad Razali Che Muda, Zakaria Abang Ali, Abang Abdullah |
| author_sort | Abdul Kadir, Mohammad Razali |
| collection | UPM |
| description | This paper reports the flexural behavior of sixteen simply
supported concrete ferrocement composite beams of span 2.342
m. The load transfer between the upright channel shape
ferrocement formwork and the r.c core beam is achieved
through t2 mm rectangular hump shear connectors. The formwork provides support for the fresh concrete during the construction stage and strength in the hardened state. 'The specimens were subjected to two point loading and the ultimate load,flexural behavior and failure mode were recorded. The results show that the composite beam with ferrocement formwork fail by flexural mode rather than shear bond failure. In general,it is found that the composite beam with shear connectors carried about 12 % higher load and 10% reserved flexural strength. The ferrocement formwork with and without shear connectors contributed about 21%-75% and 16%-50% respectively to the flexural strength of the composite beams. |
| first_indexed | 2024-03-06T07:47:07Z |
| format | Conference or Workshop Item |
| id | upm.eprints-19971 |
| institution | Universiti Putra Malaysia |
| language | English |
| last_indexed | 2024-03-06T07:47:07Z |
| publishDate | 1991 |
| record_format | dspace |
| spelling | upm.eprints-199712014-11-18T09:15:40Z http://psasir.upm.edu.my/id/eprint/19971/ Flexural behavior of composite beam with ferrocement permanent formwork. Abdul Kadir, Mohammad Razali Che Muda, Zakaria Abang Ali, Abang Abdullah This paper reports the flexural behavior of sixteen simply supported concrete ferrocement composite beams of span 2.342 m. The load transfer between the upright channel shape ferrocement formwork and the r.c core beam is achieved through t2 mm rectangular hump shear connectors. The formwork provides support for the fresh concrete during the construction stage and strength in the hardened state. 'The specimens were subjected to two point loading and the ultimate load,flexural behavior and failure mode were recorded. The results show that the composite beam with ferrocement formwork fail by flexural mode rather than shear bond failure. In general,it is found that the composite beam with shear connectors carried about 12 % higher load and 10% reserved flexural strength. The ferrocement formwork with and without shear connectors contributed about 21%-75% and 16%-50% respectively to the flexural strength of the composite beams. 1991 Conference or Workshop Item NonPeerReviewed application/pdf en http://psasir.upm.edu.my/id/eprint/19971/1/ID%2019971.pdf Abdul Kadir, Mohammad Razali and Che Muda, Zakaria and Abang Ali, Abang Abdullah (1991) Flexural behavior of composite beam with ferrocement permanent formwork. In: Seminar Kebangsaan Menilai Pencapaian Penyelidikan IRPA Dalam Rancangan Malaysia ke-5 Sektor Perindustrian, 20-24 Dis. 1991, Universiti Utara Malaysia, Kedah. (pp. 1-11). Reinforced concrete - Congresses. Composite construction - Congresses. Strength of materials - Congresses. |
| spellingShingle | Reinforced concrete - Congresses. Composite construction - Congresses. Strength of materials - Congresses. Abdul Kadir, Mohammad Razali Che Muda, Zakaria Abang Ali, Abang Abdullah Flexural behavior of composite beam with ferrocement permanent formwork. |
| title | Flexural behavior of composite beam with ferrocement
permanent formwork. |
| title_full | Flexural behavior of composite beam with ferrocement
permanent formwork. |
| title_fullStr | Flexural behavior of composite beam with ferrocement
permanent formwork. |
| title_full_unstemmed | Flexural behavior of composite beam with ferrocement
permanent formwork. |
| title_short | Flexural behavior of composite beam with ferrocement
permanent formwork. |
| title_sort | flexural behavior of composite beam with ferrocement permanent formwork |
| topic | Reinforced concrete - Congresses. Composite construction - Congresses. Strength of materials - Congresses. |
| url | http://psasir.upm.edu.my/id/eprint/19971/1/ID%2019971.pdf |
| work_keys_str_mv | AT abdulkadirmohammadrazali flexuralbehaviorofcompositebeamwithferrocementpermanentformwork AT chemudazakaria flexuralbehaviorofcompositebeamwithferrocementpermanentformwork AT abangaliabangabdullah flexuralbehaviorofcompositebeamwithferrocementpermanentformwork |