Análise e dimensionamento de lajes lisas protendidas sem aderência

• Ano de defesa: 2015
• Autor(a) principal: Carneiro, Anselmo Leal
• Tipo de documento: Dissertação
• Tipo de acesso: Acesso aberto
• Idioma: por
• Instituição de defesa: Universidade Federal do Espírito Santo; BR; Mestrado em Engenharia Civil; Centro Tecnológico; UFES; Programa de Pós-Graduação em Engenharia Civil
• Palavras-chave em Português: Unbonded post-tension; Flat slab; Calculation models; Design strips; Tendon layout; Lajes de concreto; Protensão sem aderência; Laje lisa; Modelos de cálculo; Faixas de projeto; Distribuição das cordoalhas; Lajes; Concreto protendido; Cordoalhas (Construção civil); Cálculo – Modelos; Engenharia Civil; 624
• Link de acesso: http://repositorio.ufes.br/handle/10/1552

This report is proposed to present the resolution of a post-tensioned flat slab set with unbonded tendons, mainly covering layouts of tendons, calculation models and design strips options for floor analysis. The dimensioning regarding the ultimate limit state and service is based on NBR 6118:2014, however, there are some requirements from ACI 318-11 and ACI 423.3R-05, which show relevance towards this report aim. The dimensioning is restricted to flexion, not including the punching shear effect. The slab analysis occurs by means of grid analogy, in terms of the commercial program CAD/TQS, as well as multiple frames’ method regarding the FTOOL program. Both the grid method and frames, the inserting of all operating loads occurs, including the equivalent post-tensioned loads. It was concluded that the banded and distributed tendon layout presented advantages in relation to distribution of bending moments and deflections of the slab. The balancing for 60% of the dead load resulted in partial post-tension, but since cracking occurred only near the supports, the deflection analysis considering gross inertia proved enough. The difference in reinforcement consumption between calculation models was up to 22%.