Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Syed Yasir Alam"'
Publikováno v:
Mechanics of Time-Dependent Materials. 26:719-740
The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach o
Publikováno v:
Theoretical and Applied Fracture Mechanics. 123:103706
Publikováno v:
Materials and Structures. 55
Publikováno v:
Cement and Concrete Research
Cement and Concrete Research, Elsevier, 2019, 120, pp.52-65. ⟨10.1016/j.cemconres.2019.03.003⟩
Cement and Concrete Research, Elsevier, 2019, 120, pp.52-65. ⟨10.1016/j.cemconres.2019.03.003⟩
This paper presents the influence of natural hydraulic lime (NHL) on the behavior of cement-based materials at fresh and hardened states. Two reference mortars with and without limestone filler (LF) and with water-to-cement ratio of 0.6 were consider
Autor:
Vincent Wisniewski, Syed Yasir Alam, Reda Jaafri, Ahmed Loukili, Hamza Samouh, Emmanuel Rozière
Publikováno v:
Cement and Concrete Research. 117:1-15
This paper aims to identify the parameters influencing the curling phenomenon, and to understand the influence of cement substitution by increasing proportions of Natural Hydraulic Lime (NHL) on the kinetics and the final curling magnitude. The devel
Publikováno v:
Cement and Concrete Composites. 96:128-137
The concrete structures are under heavy loads once they are set up. The effect of this early loading particularly in terms of creep deformations could be very significant. In order to evaluate the effect of these deformations on the cracking risk of
Publikováno v:
Materials and Structures. 54
Differential shrinkage can cause curling of ground supported floor slabs. The curling can be significant when the drying kinetics of the material is high, and may cause cracking if the movements of the slab are restrained. This paper presents a Discr
Publikováno v:
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics, Elsevier, 2020, 109, pp.102725-. ⟨10.1016/j.tafmec.2020.102725⟩
Theoretical and Applied Fracture Mechanics, Elsevier, 2020, 109, pp.102725-. ⟨10.1016/j.tafmec.2020.102725⟩
Multiscale modelling of damage in cement-based materials is mostly done through a downscale approach and constitutive laws are developed based on quasi-brittleness or cracking process within these materials. However, the microscopic characteristics o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::60c2fb826edc65b9acffcb74688cb5bb
https://hal.archives-ouvertes.fr/hal-03492466
https://hal.archives-ouvertes.fr/hal-03492466
Publikováno v:
Engineering Fracture Mechanics
Engineering Fracture Mechanics, Elsevier, 2020, 234, pp.107101-. ⟨10.1016/j.engfracmech.2020.107101⟩
Engineering Fracture Mechanics, Elsevier, 2020, 234, pp.107101-. ⟨10.1016/j.engfracmech.2020.107101⟩
Concrete failure properties are significantly affected when the size of the structure changes. This size effect which is due to the presence of fracture process zone led by the aggregate size, has been studied in the literature only for a given concr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d76c526a0428402039e0acd7149372f
https://hal.archives-ouvertes.fr/hal-03490759
https://hal.archives-ouvertes.fr/hal-03490759