Results 21 to 30 of about 1,499 (199)

Steel Reinforced Self-Compacting Concrete (SCC) Cantilever Beams: Bond Behaviour in Poor Condition Zones

open access: yesInternational 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

Experimental Study on the Flexural Behavior of Lap-Spliced Ultra-High-Performance Fiber-Reinforced Concrete Beams. [PDF]

open access: yesPolymers (Basel), 2022
In this paper, the structural performance of lap-spliced beams were investigated by the testing of 18-UHPFRC beams with and without a lap-spliced region and steel fiber.
Bae BI, Choi HK.
europepmc   +2 more sources

Lap Splice Development Length of Rebar in Stabilized Hollow Interlocking Compressed Earth Blocks [PDF]

open access: yes, 2019
This thesis investigates the tensile performance of unconfined lap splices in specimens constructed from interlocking compressed earth block (ICEB) units.
Bowdey, Thomas S
openaire   +4 more sources

Experimental and numerical investigation on the tensile behavior of PBO FRCM composites with textile lap splice [PDF]

open access: yes, 2023
Fiber-reinforced cementitious matrix (FRCM) composites are comprised of high strength textiles embedded within inorganic matrices. Due to their peculiar mechanical and physical properties, they represent a valid alternative to fiber-reinforced polymer ...
Poggi C.   +3 more
core   +1 more source

Performance of Steel Bar Lap Splices at the Base of Seismic Resistant Reinforced Concrete Columns Retrofitted with FRPs—3D Finite Element Analysis

open access: yesFibers, 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

Retrofit of deficient lap splice with post-installed anchors [PDF]

open access: yes, 2016
As concrete infrastructure ages or is re-purposed, there is an increasing need for efficient retrofit solutions, with deficient lap splices being one of many research areas.
Beiter, Katelyn Sean
core   +2 more sources

Experimental study on flexural and seismic performances of RC members with non-rebar-contact ECC joints

open access: yesCase 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

open access: yesSN 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

open access: yesBuildings, 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

open access: yesBuildings, 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

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