Reinforced and Prestressed Concrete I
Áreas Científicas |
Classificação |
Área Científica |
OFICIAL |
Estruturas |
Ocorrência: 2019/2020 - 2S
Ciclos de Estudo/Cursos
Sigla |
Nº de Estudantes |
Plano de Estudos |
Anos Curriculares |
Créditos UCN |
Créditos ECTS |
Horas de Contacto |
Horas Totais |
MEC |
13 |
Study Plan |
1 |
- |
6 |
60 |
162 |
Docência - Responsabilidades
Língua de trabalho
Portuguese - Suitable for English-speaking students
Objetivos
It is intended that students become eligible for sizing of prestressed beams. Students must understand all procedures related to the security to the design limit states and service limit states of presstressed beams, including design and detail. Some basic knowledge about concrete structures are also revised to complement syllabus contents of Structural Concrete I (strut and tie models, punching shear and durability of concrete structures) and also intends to consolidate the knowledge about design of concrete columns and beams.
Resultados de aprendizagem e competências
Ability to:
- Design prestressed beams
- Design D regions through strut and tie models
- Design for durability
Modo de trabalho
Presencial
Programa
Introduction to presstressing. Concepts related to presstressing. Prestressing design of isostatic beams (generalities; materials; conception and pressizing and detailing). Tension losses (Instant: by friction, by concrete deformation and at anchorage. Loss over time: creep, shrinkage and relaxation). Verification of safety for ultimate limit states. Verification of security to limit states.
Models strut and tie: Zones of discontinuity and Bernoulli; calculation models, security checks, nodes; examples of models. Hyperstatic structures of presstressed concrete. Durability of concrete structures, with the analysis of the effects of carbonation, chlorides, corrosion, cracking, sulfates, alkalis and protective measures.
Bibliografia Obrigatória
FAVRE, R.; Dimensionnement des structures en béton: dalles, murs, colonnes et fondations - Traité de Génie Civil, EPFL, 1997
GOMES, A.; MARTINS, C.; VINAGRE, J.; Tabelas - Folhas da disciplina de Betão Armado e Pré- Esforçado II, IST/UTL
EuropeanCommittee for Standardisation; EN 1992-1-1 Eurocode 2: DesignofConcreteStructures - Part 1-1: General Rules and Rules for Buildings, CEN, 2004
Carla Marchão e Júlio Appleton.; ESTRUTURAS DE BETÃO I e II- FOLHAS DE APOIO ÀS AULAS, IST/UTL
CT 104 (ATIC); EN 206-1. Betão. Parte 1, Especificação, desempenho, produção e conformidade, IPQ, 2007
LNEC; E 464: Betões. Metodologia prescritiva para uma vida útil de projeto de 50 e de 100 anos face às ações ambientais, LNEC, 2007
Métodos de ensino e atividades de aprendizagem
Theoretical classes will be taught the theoretical component of the program of the course accompanied, where possible, the resolution of practical examples of application of the concepts.
Practical classes will be far-developing exercises sizing and monitoring of students.
In the years scaling up demand, whenever possible, that students make use of the most used tools in the labor market.
Tipo de avaliação
Distributed evaluation with final exam
Componentes de Avaliação
Designation |
Peso (%) |
Exame |
100,00 |
Total: |
100,00 |
Componentes de Ocupação
Designation |
Tempo (Horas) |
Estudo autónomo |
109,50 |
Frequência das aulas |
52,50 |
Total: |
162,00 |
Fórmula de cálculo da classificação final
Assessment during the semester: 0.2xTest (strut and tie models)+0.6xTest (prestressed beams) + 2.0 Group assignment (durability)
1st/ 2nd call: 100% Exam
Extraordinary call: 100% Exam
Intercalar call: 100% Exam