Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Hadi Mazaheripour"'
Publikováno v:
Advances in Cement Research. 33:257-284
Shrinkage of hardened cement paste is a direct result of its desorption isotherm. The relationship between the desorption isotherm and the relative humidity in a hydrating cement paste is mainly controlled by the pore size distribution (nanopores to
Publikováno v:
Applied Sciences, Vol 8, Iss 3, p 442 (2018)
The development of the elastic properties of a hardening cement paste results from the microstructural evolution due to cement hydration. The elastic behaviour of cement paste can be predicted by a combination of the hydration model and micromechanic
Externí odkaz:
https://doaj.org/article/c56ae16f10014662ba797855fc44ff78
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Corrosion of steel reinforcements, especially stirrups, is considered as one of the most common reasons that shorten the service life of the reinforced concrete structures. This study aims to replace the stirrups of the beams by means of a tailor mad
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
This paper presents a tension stiffening model for Fiber Reinforced Concrete (FRC) tensile member reinforced by hybrid glass fiber reinforced polymer (GFRP) and steel bars. The model is developed through an explicit analytical bond formulation by con
Autor:
Erik Schlangen, Guang Ye, Miguel Azenha, José Luís Duarte Granja, Rui Faria, Hadi Mazaheripour
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Applied Sciences, Vol 8, Iss 3, p 442 (2018)
Applied Sciences, 8(3)
Applied Sciences; Volume 8; Issue 3; Pages: 442
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Applied Sciences, Vol 8, Iss 3, p 442 (2018)
Applied Sciences, 8(3)
Applied Sciences; Volume 8; Issue 3; Pages: 442
The development of the elastic properties of a hardening cement paste results from the microstructural evolution due to cement hydration. The elastic behaviour of cement paste can be predicted by a combination of the hydration model and micromechanic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::863a3503bf48c4794522b5f8ee1e63db
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
An experimental program was carried out at the Laboratory of Structural Division of the Civil Engineering Department of the University of Minho (LEST-UM) to investigate the bond behaviour of glass fibre reinforced polymer (GFRP) bars embedded in stee
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Corrosion of steel reinforcements embedded in concrete elements is generally known as one of the most common reasons that shorten the service life of the structures. The present study aims to contribute in overcoming this problem by replacing steel s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::682ff0bf28dac476e3030d0760f56398
https://hdl.handle.net/1822/43692
https://hdl.handle.net/1822/43692
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
In the present work, the deflection and cracking behavior of I-shaped cross-sectional beams of Steel Fiber Reinforced Self-Compacting Concrete (SFRSCC) reinforced in flexure with hybrid prestressed steel strand and glass fiber reinforced polymer (GFR
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::25cd8fdb2fe33be590bbe949e70fad78
Publikováno v:
Construction and Building Materials. 25:351-358
This paper evaluates the LECA Lightweight Self-Compacting Concrete (LLSCC) manufactured by Nan-Su, of which the Packing Factor (PF) of its design mixing method has been modified and improved. The study analyzes the impact of polypropylene fibers on L