Results 111 to 120 of about 294,433 (204)

Optimizing Lap Splice Lengths for GFRP and BFRP Bars in High-Strength Concrete Beams: An Experimental Study

In this paper, the bond performance of tensile lap-spliced Glass and Basalt Fiber-Reinforced Polymer bars is investigated in high-strength concrete. Eighteen large-scale GFRP-reinforced concrete beams were fabricated and subjected to four-point loading ...
Saad K. Essa, Ali J. Nouri
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Crack Propagation Analysis of Model Concrete Columns with BFRP Reinforcement Bars

Abstract Available studies on concrete structural parts with FRP reinforcement bars concern mostly investigations on bent elements (beams, slabs) [1, 2]. There are also available a few theoretical analyses on columns [3–5]. Though, there is still little experimental data concerning concrete columns with FRP bars [6–8], especially subjected to
Małgorzata Wydra, Grzegorz Sadowski, Piotr Dolny, Jadwiga Fangrat   +3 more
openaire   +1 more source

Experimental and Analytical Models of Flexural Behavior of Prestressed Reactive Powder Concrete Electric Poles with BFRP Bars

To investigate the flexural performance of prestressed reactive powder concrete (RPC) electric poles reinforced with basalt fiber-reinforced polymer (BFRP) bars, cantilever flexural tests were carried out on three prestressed RPC poles with BFRP bars and
Wenzhong Zheng, Mengxin Kang, Han Liu, Hongji Zhang   +3 more
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Bond performance between hybrid fiber-reinforced concrete and BFRP bars under freeze-thaw cycle. [PDF]

PLoS One
Su Y.
europepmc   +1 more source

Study on the fire resistance of RC beams reinforced with BFRP and HFRP bars

Archives of Civil Engineering
For non-metallic reinforcement to be successfully integrated into residential and commercial construction, extensive research is required to understand the structural performance of Fiber Reinforced Polymer (FRP) reinforced concrete (RC) elements in various conditions, including the effect of elevated temperatures on structural performance.
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Flexural strengthening of one-way reinforced concrete slabs using near surface-mounted BFRP bars

This study examines the flexural behavior of reinforced concrete (RC) one-way slabs strengthened with near-surface mounted (NSM) basalt fiber-reinforced polymer (BFRP) bars. Ten RC slabs were subjected to four-point loading until failure.
Omar Aljidda (17823488), Ahmed El Refai (17151094), Alnahhal, Wael, Aljidda, Omar, El Refai, Ahmed, Wael Alnahhal (14152461)   +5 more
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Flexural behaviour of hybrid fibre-reinforced recycled aggregate concrete beams with BFRP bars and steel-BFRP composite bars (SBCBs)

Structures
Paing Htet, Wensu Chen, Zhijie Huang, Hong Hao   +3 more
openaire   +1 more source

Mechanical Properties of Hybrid Fiber-Recycled Concrete and Flexural Performance of Its BFRP-Reinforced Beams. [PDF]

Materials (Basel)
Xu B, Wu P, Zhu J, Li X, Fan X.
europepmc   +1 more source

Influence of Composition Modification of Basalt Fiber-Reinforced Polymer Bars on Alkali Resistance. [PDF]

Polymers (Basel)
Garbacz A, Włodarczyk M, Banasiak G.
europepmc   +1 more source

Effect of Basalt Fibers on The Flexural Behavior of Beams Reinforced With BFRP Bars

, 2018
A Master of Science thesis in Civil Engineering by Abdul Rahman M.Musif AlHafiz entitled, “Effect of Basalt Fibers on The Flexural Behavior of Beams Reinforced With BFRP Bars”, submitted in May 2018. Thesis advisor is Dr. Farid Abed.
AlHafiz, Abdul Rahman M.Musif
core