Results 21 to 30 of about 2,171 (207)

Temperature–water–load coupling study on stress characteristics of BFRP–CRCP pavement [PDF]

open access: yesGrađevinar
The stress characteristics of continuously reinforced concrete pavements with basalt fibre-reinforced bars (BFRP–CRCP) were investigated using the temperature–water–load coupling theory, based on the characteristics of frozen soil in Northeast China ...
Xueling Chen, Lifeng Wang
doaj   +2 more sources

Właściwości ściskanych prętów BFRP [PDF]

open access: yes, 2022
The durability of building structures reinforced by steel is one of the main concerns in civil engineering. Currently, research in the field is focused on the possibility of replacing steel with relatively corrosion-resistant reinforcement, such as BFRP (
Urbański, Marek, Protchenko, Kostiantyn
core   +1 more source

Experimental evaluation on the axial crushing performance of BFRP-bamboo winding composite hollow components

open access: yesSustainable Structures
In order to study the quasi-static axial crushing performance of BFRP-bamboo winding composite hollow components, considering the cloth ratio of BFRP (0%~14.68%) the number of BFRP layers (0 layer~4 layers) as an influencing factor, 20 tube specimens ...
Haitao Li   +5 more
doaj   +2 more sources

Beyond time: Enhancing corrosion resistance of geopolymer concrete and BFRP bars in seawater [PDF]

open access: yes, 2023
To improve the durability of Basalt fiber reinforced polymer (BFRP) bars reinforced geopolymer concrete (GPC), it is important to study the time-dependent variation of the corrosion resistance ability of GPC and BFRP in a seawater environment. This paper
Yang, Yongmin   +11 more
core   +1 more source

Compressive Properties of BFRP and HFRP Bars

open access: yesIOP Conference Series: Materials Science and Engineering, 2021
Abstract Durability of steel reinforced structures is one of the leading problems in construction field nowadays. Currently many studies are focused on the possibility of steel reinforcement replacement in concrete structures with a non-corrosive reinforcement, such as FRP (Fiber Reinforced Polymer) reinforcement. This paper presents and
K Protchenko   +3 more
openaire   +1 more source

Experimental Study on Axial Compressive Behavior of the BFRP-Confined Timber Columns with and Without Knots

open access: yesBuildings
Timber has gained popularity in the construction industry in recent years due to its low carbon footprint, favorable seismic performance, and esthetic appeal.
Ya Ou   +4 more
doaj   +2 more sources

Behavior of Glulam Beams Strengthened in bending with BFRP Fabrics [PDF]

open access: yes, 2021
The article presents results of an experimental studies on reinforcement of pine beams made from glued laminated timber with subsurface basalt fibers (BFRP). An experimental research program was presented, in which the bending strength of glued laminated
Wdowiak-Postulak, Agnieszka   +3 more
core   +1 more source

Strength of Hybrid Steel-BFRP Reinforced Concrete Beams with Openings in the D-Region Strengthened Internally and Externally

open access: yesBuildings, 2023
The opened beams always confused the designers due to the guidelines missing. In this research, six hybrid beams reinforced with mixed steel and basalt fiber-reinforced polymer (BFRP) bars and having constant cross-sections of 150 mm × 300 mm and a clear
Sameh Yehia   +2 more
doaj   +1 more source

Badanie wytrzymałości na ścinanie prętów BFRP, HFRP oraz nHFRP [PDF]

open access: yes, 2021
Over the past decades, using of sustainable materials in construction is a challenging issue, thus Fibre Reinforced Polymers (FRP) took the attention of civil and structural engineers for its lightweight and high-strength properties.
Urbański, Marek   +2 more
core   +1 more source

Experimental study of fatigue behaviour of BFRP-concrete bond interfaces

open access: yes, 2016
Basalt Fiber Reinforced Polymer (BFRP) composites have advantages over Carbon Fiber Reinforced Polymer (CFRP) composites in some aspects such as lower cost and green source of material.
K Huang   +7 more
core   +3 more sources

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