Results 11 to 20 of about 1,214 (164)
Engineering, 2016 This study intends to find out the correlation between the cover depth and the bond characteristics of UHPC through pull-out tests of UHPC specimens with different cover depths and bond tests of rebar using flexural members. In this experimental study, specimens are fabricated with the lap-splice length as test variable in relation with the calculation
Changbin Joh
exaly +3 more sources
Sustainability of Lap Splice in Externally Near Surface Mounted Bars of Reinforced Concrete Beam [PDF]
Port Said Engineering Research Journal, 2023 The Near Surface Mounted (NSM) is a method to strengthen and rehabilitate components of the reinforced concrete (RC) flexural and shear strength in the tension side of the concrete, it consists of positioning the reinforcement bars in grooves scratched ...
khaled khalil, Mohamed Farouk, AZZA ANAN
doaj +1 more source
International Journal of Concrete Structures and Materials, 2023 Previous investigations carried out on reinforced self-compacted concrete (SCC) beams have reported contradictory results on reinforcement bond behaviour occurring in the zones defined for good bond conditions according to Eurocode2.
Wael Mohamed Montaser +5 more
doaj +1 more source
Fibers, 2022 This paper examines analytically the design criteria for the composite retrofit of reinforced concrete (RC) columns with a short lap splice length of steel rebars inside the critical region. The advanced potential of pseudo-dynamic three-dimensional (3D)
Evgenia Anagnostou, Theodoros Rousakis
doaj +1 more source
Alexandria Engineering Journal, 2016 This paper presents an experimental investigation on the behavior and strength of reinforced concrete slabs with lap splice of tension reinforcement using headed bars.
Ahmed M. Tarabia +3 more
doaj +1 more source
Case Studies in Construction Materials, 2023 Grout-filled sleeves are widely used to splice steel bars for precast structural members, e.g., beams and columns. However, steel bars are generally densely distributed at the splice and steel bar misalignment always exists in actual practice, which ...
Jiaxin Chen +7 more
doaj +1 more source
Flexural performance of reinforced HS-HVFA-SCC beam with spliced plain bar
SN Applied Sciences, 2022 This research presents the use of flexural performance criteria for determining the required spliced length of tensile plain bar embedded in unconfined high strength-high volume fly ash-self compacting concrete (HS-HVFA-SCC) beam.
Stefanus A. Kristiawan +2 more
doaj +1 more source
Flexural Performance of Splice Connections in Cross-Laminated Timber
Buildings, 2022 This study demonstrates the moment resistance performance of various splice connections of cross-laminated timber (CLT) subjected to flatwise bending.
Mahbube Subhani +4 more
doaj +1 more source
Reducing Rebar Cutting Waste and Rebar Usage of Beams: A Two-Stage Optimization Algorithm
Buildings, 2023 While various approaches have been developed to minimize rebar cutting waste, such as optimizing cutting patterns and the lap splice position, reducing rebar usage by minimizing the number of splices remains uninvestigated. In response to these issues, a
Daniel Darma Widjaja, Sunkuk Kim
doaj +1 more source
The Open Civil Engineering Journal, 2022 Background: In recent decades, Malaysia has shown a significant increase in the number of constructed high-rise buildings due to rapid urbanization and an increase in its population. However, due to the country's low seismicity, the majority of such tall buildings and infrastructures have not been designed against seismic ...
Mahmood, Yasir +3 more
openaire +2 more sources