Name: Strengthening Techniques of Reinforced Concrete Cantilever Slabs (en Inglés)
Price: 1417.46 MXN
Availability: InStock
Author: Abdelsalam Abdelsalam, Bassam ; Hussein Hosny Khalil (Ed )., Ayman ; Mohammed Ahmed Heniegal (Ed )., Ashraf
ISBN: 9786202669634

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portada Strengthening Techniques of Reinforced Concrete Cantilever Slabs (en Inglés)

Formato

Libro Físico

Autor

Bassam Abdelsalam Abdelsalam

Ayman Hussein Hosny Khalil (Ed ).

Ashraf Mohammed Ahmed Heniegal (Ed ).

Editorial

LAP Lambert Academic Publishing

Idioma

Inglés

N° páginas

156

Encuadernación

Tapa Blanda

Dimensiones

22.9 x 15.2 x 0.9 cm

Peso

0.24 kg.

ISBN13

9786202669634

Categorías

Ciencia, ingeniería y tecnología medioambientales

Strengthening Techniques of Reinforced Concrete Cantilever Slabs (en Inglés)

Bassam Abdelsalam Abdelsalam (Autor) · Ayman Hussein Hosny Khalil (Ed ). (Autor) · Ashraf Mohammed Ahmed Heniegal (Ed ). (Autor) · LAP Lambert Academic Publishing · Tapa Blanda

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Reseña del libro "Strengthening Techniques of Reinforced Concrete Cantilever Slabs (en Inglés)"

There are many problems related to cantilever slabs such as the time-dependent deformation and corrosion problems of steel reinforcement. In addition, the lack of experimental studies on the strength of strengthened cantilever slabs. There is an investigation to evaluate the behavior of reinforced concrete cantilever slabs after strengthening with different techniques. Six medium-scale specimens, divided into three groups, were tested along with a control slab. The first group consists of two specimens that were repaired and strengthened using a reinforced concrete jacket with and without dowels, whereas the second group contained two slabs that were strengthened using two layers of glass fiber reinforced polymer (GFRP) covering 60% and 90% from the cantilever length. The last group involves two specimens strengthened with two steel plates covering 90% of the cantilever length. The steel plates were glued to the surface using epoxy resin. And another was affixed to the concrete surface using expansion bolts. The seven cantilever slabs were modeled using commercial software ANSYS V R15.0 This software is adopted in this study to perform the 3D finite element modeling of specimen.