2017
DOI: 10.1016/j.proeng.2017.06.225
|View full text |Cite
|
Sign up to set email alerts
|

Influence of Longitudinal GFRP Reinforcement Ratio on Shear Capacity of Concrete Beams without Stirrups

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

1
8
0
2

Year Published

2017
2017
2023
2023

Publication Types

Select...
4
2
1

Relationship

2
5

Authors

Journals

citations
Cited by 33 publications
(11 citation statements)
references
References 5 publications
1
8
0
2
Order By: Relevance
“…The shear strength of glass fiber reinforced polymer (GFRP) reinforced concrete beams have been investigated by different researchers . Most of the research studied the effect of the GFRP reinforcement ratio and its stiffness on the shear strength . Maranan et al investigated concrete beams reinforced with GFRP bars and stirrups.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…The shear strength of glass fiber reinforced polymer (GFRP) reinforced concrete beams have been investigated by different researchers . Most of the research studied the effect of the GFRP reinforcement ratio and its stiffness on the shear strength . Maranan et al investigated concrete beams reinforced with GFRP bars and stirrups.…”
Section: Introductionmentioning
confidence: 99%
“…Bentz et al studied the size effect of the beam and the longitudinal reinforcement ratio on the shear capacity. Kaszubska et al investigated the influence of the flexural reinforcement ratio and its arrangement, and the dowel action mechanism, on the cracking process and shear capacity of concrete beams reinforced with GFRP bars failing in shear. The authors concluded that, although of equal GFRP reinforcement ratio, the beams reinforced with two layers of GFRP reinforcement have presented more extensive crack pattern and shear capacity than the beams with one layer, which was justified on the higher beneficial dowel effect this arrangement has ensured.…”
Section: Introductionmentioning
confidence: 99%
“…Dla łatwej identyfikacji elementów przyjęto jednolity sposób opisu belek: G-nØ/mØ-30-15, gdzie G oznacza zbrojenie GFRP, nØ -liczbę prętów o średnicy Ø w niższym lub mØ w wyższym poziomie zbrojenia, jeżeli zbrojenie ułożono w dwóch warstwach. w publikacji [2], dlatego w niniejszym artykule te pomiary nie będą prezentowane. Pionowe przemieszczenia belek rejestrowano przy użyciu ośmiu czujników indukcyjnych zamocowanych do niezależnej stalowej ramy.…”
Section: Badania Doświadczalneunclassified
“…Non-metallic reinforcement in concrete structures is usually applied in wall and slab elements, which do not require any bent bars and reinforcement anchorage can be performed easily [1,2]. Moreover, research works are conducted on the reinforcement for beam elements without stirrups [3] and preparation of hybrid beams with steel and non-metallic reinforcement [4]. There are no contraindications to employ reinforcement in elements exposed to puncturing and twisting [3].…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, research works are conducted on the reinforcement for beam elements without stirrups [3] and preparation of hybrid beams with steel and non-metallic reinforcement [4]. There are no contraindications to employ reinforcement in elements exposed to puncturing and twisting [3]. Smaller plastic deformations reduce the possibility for using non-metallic reinforcement in structures, for which redistribution of bending moments (slabs and continuous beams) is permitted.…”
Section: Introductionmentioning
confidence: 99%