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...
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| Main Authors: | , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
1991
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| Online Access: | http://psasir.upm.edu.my/id/eprint/19971/1/ID%2019971.pdf http://psasir.upm.edu.my/id/eprint/19971/ |
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