Zobrazeno 1 - 10
of 34
pro vyhledávání: '"M. Reza Esfahani"'
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02827- (2024)
The current application of epoxy resin in the installation of fiber sheets for concrete beam restoration presents practical challenges, limited fire resistance, and lacks environmental sustainability. Additionally, epoxy resin cannot be used on wet s
Externí odkaz:
https://doaj.org/article/f9431cb2fab6451db489a18295158fbe
Autor:
Ahmadreza Ramezani, M. Reza Esfahani
Publikováno v:
Structures. 48:1833-1847
Autor:
Mohammad Amiri, M. Reza Esfahani
Publikováno v:
Structures. 47:2397-2407
Publikováno v:
Materials Testing. 65:10-32
This paper investigates and compares the experimental results of fracture characteristics in various polypropylene fiber-reinforced concretes (high strength concrete, lightweight concrete, and engineered cementitious composite) on 90 three-point bend
Publikováno v:
Periodica Polytechnica Civil Engineering.
The size effect on flexural properties and fracture behavior of polypropylene fiber-reinforced engineered cementitious composite (PPFECC) containing local waste materials was investigated. Geometrically similar notched beams with dimensions of 190 ×
Publikováno v:
Periodica Polytechnica Civil Engineering.
In this experimental research, the effects of polypropylene fibers on size effect and fracture properties of lightweight aggregate concrete were studied. Two methods, including size effect method and work of fracture method, were used to investigate
Publikováno v:
Structures. 27:46-53
The present study aims to investigate the efficiency of application of steel fiber-reinforced self-consolidating concrete (SFR-SCC) jackets for strengthening RC beams in flexure and shear. Accordingly, 10 beam specimens were constructed and categoriz
Autor:
M. Reza Esfahani, Saeed Sarvari
Publikováno v:
Structures. 27:894-902
If unpredictable loads are applied to flat slab-column connections, punching shear failure occurs with almost no warning signs. To prevent progressive collapse of flat slab-column connections, it is necessary to provide a secondary load carrying mech
Autor:
Mahdieh Miralami, M. Reza Esfahani, Mohammadreza Tavakkolizadeh, Jalil Rezaeepazhand, Reza Khorramabadi
Publikováno v:
Journal of Composite Materials. 55:973-988
This study presents a new method for strengthening the circular reinforced concrete (RC) column to foundation connections with shape memory alloy (SMA) bars and carbon fiber reinforced polymer (CFRP) sheets. In the experimental part of the study, thr
Publikováno v:
Composites Part B: Engineering. 172:161-172
In this study, a new method is proposed for strengthening circular reinforced concrete (RC) column to foundation connections with Glass fiber reinforced polymer (GFRP) and shape memory alloy (SMA) bars and carbon fiber reinforced polymer (CFRP) wraps