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Five beams were reinforced with insufficient bond length flexural reinforcement and were designed to be failed by de-bonding.
How have you been failed by others?
They were failed by everyone.
The slab was failed by punching shear.
They are being failed by Chicago State University.
All FRP-strengthened slabs failed by de-bonding, however, the extent of de-bonding and the ability of the slab to sustain load post-initiation of de-bonding was dependent on the position of the load.
Where were they failed by their elders?
No visit could fail to be enlivened by de Mesquita's wit and mimicry – pronouncements pouring forth in the fruity baritone that also served him well as a radio man.
It is also observed that beams without end anchorage failed predominantly in flexure with full de-bonding while beams with end anchorage failed by localized de-bonding and flexure.
This study was supported by de Argentinian Society of Intensive Care SATII).
This research was supported by Coordenacão de Aperfeiçoamento de Pessoal de Nível Superior (CAPES), Conselho Nacional de Desenvolvimento e Pesquisa (CNPq), Fundação de amparo à pesquisa do Estado de Minas Gerais (FAPEMIG), and Pró-Reitoria de Pesquisa da Universidade Federal de Minas Gerais.
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