Effective of elastic and inelastic zone on behavior of glass fiber reinforced polymer splice sleeve

Sayadi, Ali A.; Rahman, Atiqur; Sayadi, Ahmad Reza; Bahmani, M; Shahryari, Leila

doi:10.1016/j.conbuildmat.2015.01.064

Cited by 53 publications

(15 citation statements)

References 6 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…For example, based on the cylindrical steel pipe splice, adding spiral reinforcement [31] and bolts [28], and employing tapered steel pipes [32] and square hollow sections [24] can enhance the confinement pressure and bond stress. Additionally, to improve the durability and corrosion resistance, some scholars adopted aluminum [33] and glass fiber-reinforced polymer [34,35] instead of steel as the material for making the sleeve.…”

Section: Introductionmentioning

confidence: 99%

Studies on Seismic Performance of Precast Concrete Columns with Grouted Splice Sleeve

Wang

et al. 2017

Applied Sciences

View full text Add to dashboard Cite

Abstract:In order to validate the seismic performance of precast concrete members with steel sleeve connections, pseudo-static tests on four prefabricated columns with vertical grouted splice sleeve connections and on a control group of two cast-in-situ columns have been conducted. The test results indicated that the failure modes of the prefabricated columns and of the cast-in-situ columns are basically identical but differences exist in their crack distribution. The cast-in-situ columns mainly crack horizontally at the bottom of the column, whereas the prefabricated columns have horizontal cracks above the sleeves, and then form diagonal cracks downwards and develop many wider cracks within the range of height of 300 mm at the bottom of the column. The hysteresis curves of the prefabricated columns are plump, which demonstrates that prefabricated columns have satisfactory energy-dissipating capacity. Moreover, the stiffness degradation of the prefabricated specimens is slower than that of the cast-in-situ specimens. The ultimate displacement angle of the prefabricated columns is up to 1/104-1/54, which satisfies the requirements of the inter-story drift ratio during major earthquakes. Finally, some recommendations on practical seismic design pertinent to the precast concrete members with grouted splice sleeves are proposed.

show abstract

Section: Introductionmentioning

confidence: 99%

Studies on Seismic Performance of Precast Concrete Columns with Grouted Splice Sleeve

Wang

et al. 2017

Applied Sciences

View full text Add to dashboard Cite

show abstract

“…Due to the fact that a wide range of factors influence the bond strength distribution at the bar-grout interface and the actual bond strength distribution is still too complex to measure, an assumption of uniform bond strength distribution along the embedded length of the spliced bar is used for simplification [36,37]. This assumption was also utilised by other researchers to study the grouted sleeves with different configurations and has been proven to be appropriate [7,9,10,[15][16][17][18]20,38,39]. The relationship between the bond force of GSW and GSWT splices ( ),…”

Section: Analytical Analysismentioning

confidence: 99%

Mechanical behaviour of grouted sleeve splice under uniaxial tensile loading

Lü

Huang

et al. 2019

Engineering Structures

View full text Add to dashboard Cite

This paper presents an experimental and analytical study on mechanical behaviour of two kinds of new low-cost grouted sleeves processed by seamless steel pipe, i.e., grouted sleeve with wedge and grouted sleeve with wedge and thread, under uniaxial tension. In total, twenty-two rebar splice specimens with various embedded lengths, spliced bar diameters and wedge lengths are prepared and tested. The test results indicate that the performance of both grouted splices meets the requirements of ACI318 and JGJ107. The required embedded length of rebar in the splice is found to be around 6-6.4 times the spliced bar diameter due to confinement effect. The tensile capacity of the splice increases with increasing diameter of the anchorage segment of the spliced bar, and length and slope of the wedge at both ends of the sleeve. Because of the good performance of wedges threads do not significantly improve the tensile capacity of the sleeve but improve the bond strength and bearing capacity in non-wedge segment of the sleeve. The tensile capacity of the specimen is slightly lower than that of steel bar and the reduction coefficient of bearing capacity is estimated. An analytical model is proposed to predict the tensile capacity of grouted sleeves considering the effects of confinement and reduction of tensile capacity of the splices, the predictions of which are in good agreement with experimental data.

show abstract

“…There are many significant typical mechanical properties of grouted splice connectors, such as the mechanism of force transfer [28], the bond stress distribution along the embedded length [13], and the confining mechanism [18]. In-depth studies of these mechanical properties have been conducted for the grouted splice connector [29][30][31][32][33][34], which significantly promotes the application of this connector. Similarly, research on the mechanical properties of the grouted sleeve lapping connector must be conducted to provide a theoretical basis for its popularization.…”

Section: Appl Sci 2019 9 X For Peer Review 3 Of 21mentioning

confidence: 99%

Mechanical Analysis of Grouted Sleeve Lapping Connector

Sun

et al. 2019

Applied Sciences

View full text Add to dashboard Cite

Compared to grouted splice connectors that have been widely used in constructing precast concrete structures, grouted sleeve lapping connectors have the advantages of a large sleeve interior diameter and low manufacturing cost. In this study, 16 grouted sleeve lapping connectors and three grouted splice connectors were tested under an incremental tensile load. The differences in their tensile capacities and failure modes, especially the mechanical properties of the grouted sleeve lapping connectors, were investigated. It was found that the tensile capacities of the grouted sleeve lapping connectors were up to 2.45 times that of the grouted splice connectors when the sleeve inner surfaces were smooth. All of the grouted sleeve lapping connectors failed by a bar tensile fracture or bar-grout slip, whereas the only failure mode of the grouted splice connectors was grout-sleeve failure. The bond stress distribution around the inserted bar in the grouted sleeve lapping connector was similar to the bond stress distribution around a single bar anchored in concrete. The ultimate hoop compressive strain of the sleeve and the corresponding load increase with greater lap length. In addition, an approximate mechanical model with high reliability was put forward to describe the mechanical properties of the grouted sleeve lapping connector.

show abstract

Effective of elastic and inelastic zone on behavior of glass fiber reinforced polymer splice sleeve

Cited by 53 publications

References 6 publications

Studies on Seismic Performance of Precast Concrete Columns with Grouted Splice Sleeve

Studies on Seismic Performance of Precast Concrete Columns with Grouted Splice Sleeve

Mechanical behaviour of grouted sleeve splice under uniaxial tensile loading

Mechanical Analysis of Grouted Sleeve Lapping Connector

Contact Info

Product

Resources

About