Results 91 to 100 of about 1,499 (199)

Flexural Strengthening of Reinforced Concrete Beams with Substandard Tension Lap Splices Using a Novel Pre-stressing Technique

International Journal of Concrete Structures and Materials
Sudden failure of reinforced concrete (RC) beams with substandard tension lap splices due to low resistance to flexure is a critical issue that needs to be addressed. Accordingly, a novel pre-stressing technique is presented in this paper, which offers a
Roba Osman, Ahmed Elkhouly, Boshra Eltaly, Mohamed H. Zakaria   +3 more
doaj   +1 more source

Optimizing Rebar Consumption and Cutting Waste in Column Reinforcement: Integrated Mechanical Couplers and a Special-Length-Priority Minimization Algorithm

Buildings
The construction of reinforced concrete (RC) structures inevitably consumes an excessive number of rebars, leading to significant cutting waste and carbon emissions.
Daniel Darma Widjaja, Sunkuk Kim, Dong-Jin Kim   +2 more
doaj   +1 more source

Combined mechanical couplers and special-length-priority algorithm for reducing rebar consumption and cutting waste of beam reinforcement

Results in Engineering
The surging demand for reinforced concrete buildings has led to excessive consumption of rebars, resulting in substantial rebar-cutting waste and greenhouse gas emissions. Various approaches have been explored to mitigate this issue, including lap-splice
Daniel Darma Widjaja, Chang-Young Park, Chang-Ho Choi, Sunkuk Kim   +3 more
doaj   +1 more source

Splice tests of plain steel bars in concrete [PDF]

, 2011
Fifteen splice specimens reinforced with plain steel bars, including three specimens instrumented with both steel and concrete strain gauges, were tested under monotonically applied four-point loading to develop a database of reliable bond test results ...
Hassan, N. (Nazmul)
core  

Novel Splice Method of Reinforced Concrete Beams Without Web Reinforcement Subjected to Pure Torsional Loading

Journal of Engineering
This work examines the performance of no web reinforced concrete beams with novel spliced longitudinal steel bars and enhanced by wrapped CFRP sheet subjected to pure torque.
Ziadoon M. Ali, Akram S. Mahmoud
doaj   +1 more source

Performance of connection joints of beam-column structure using Ultra-high-performance concrete under full-scale tests

Developments in the Built Environment
This study examines the application of Ultra-High Performance Concrete (UHPC) in precast beam-column joints to improve structural performance. The studied joints included both adequately and inadequately reinforced conditions (strong and weak joints ...
Krairerk Aiamsri, Teerasak Yaowarat, Suksun Horpibulsuk, Apichat Suddeepong, Apinun Buritatum, Artit Udomchai, Kirati Nitichote   +6 more
doaj   +1 more source

High cycle (fatigue) resistance of reinforced concrete beams with lap splices [PDF]

, 1993
The development of current design standards for reinforced concrete beams containing lap splices has been mainly aimed at preventing failures due to static (monotonic) loading, or low cycle, high intensity (seismic) loading.
Afseth, Jeffrey G.
core  

Using Near-Surface-Mounted Small-Diameter Steel Wires to Improve Construction Efficiency in Strengthening Substandard Lapped Spliced Reinforced Concrete Beams

Buildings
Strengthening lapped spliced reinforced concrete (RC) beams using tiny-diameter steel wires as near-surface-mounted (NSM) rods has not been carried out previously.
Sabry Fayed, Mohamed Ghalla, Ehab A. Mlybari, Rabeea W. Bazuhair, Emrah Madenci, Yasin Onuralp Özkılıç   +5 more
doaj   +1 more source

Performance of Reinforced Concrete Column Lap Splices [PDF]

, 2010
Cantilevered reinforced concrete columns with a lap splice of the longitudinal reinforcement near the base can induce high moment demands on the splice region when lateral loads are present on the structure.
Alberson, Ryan M.
core  

Investigation on the effect of lap splice length in PBO FRCM composites [PDF]

, 2020
LAUREA MAGISTRALEIn letteratura è emerso che i materiali compositi rinforzati con fibre (FRCM) sono una soluzione sostitutiva per i polimeri rinforzati con fibre (FRP) per il rinforzamiento strutturale, principalmente grazie alla loro compatibilità con
SHOSHI, RINOR, GALLO RENTERÍA, GIAN PEDRO   +1 more
core