Results 11 to 20 of about 2,266 (227)
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 +2 more sources
Behavior Of A Confined Tension Lap Splice In High-Strength Reinforced Concrete Beams
The results of an experimental program conducted on seventeen simply supported concrete beams to study the effect of transverse reinforcement on the behavior of the lap splice of a steel reinforcement in tension zones in high-strength concrete beams are ...
Abdel-Kareem Ahmed H. +2 more
doaj +2 more sources
Feasibility of Reduced Lap-Spliced Length in Polyethylene Fiber-Reinforced Strain-Hardening Cementitious Composite [PDF]
This research investigates the interfacial behavior between polyethylene (PE) fiber-reinforced strain-hardening cement composite (PE-SHCC) and reinforcing bars that are spliced in the tension region to determine feasibility of reduced lap-spliced length ...
Wonchang Choi +2 more
doaj +2 more sources
Construction processes often result in rebar waste when cutting stock length rebar to required length, incurring significant costs and contributing to CO2 emissions.
Titi Sari Nurul Rachmawati +4 more
doaj +2 more sources
Flexural Strengthening of RC Slabs with Lap-Spliced Carbon Textile Grids and Cementitious Grout. [PDF]
This paper presents a new textile-reinforced concrete (TRC) installation method for strengthening structurally deficient or damaged reinforced concrete (RC) structures with grouting.
Kim HY, You YJ, Ryu GS.
europepmc +2 more sources
Results of an experimental study aimed to evaluate tensile performance, lap-splice length of carbon fabric-reinforced cementitious matrix system (C-FRCM), and performance of concretes confined by C-FRCM are presented.
Donguk Choi +5 more
doaj +1 more source
Effect of inadequate lap splice length on the collapse probability of concrete wall buildings in Malaysia [PDF]
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
Vafaei, Mohammadreza +3 more
core +1 more source
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
Effect of inadequate lap splice length on the seismic fragility of ground soft-story reinforced concrete frames [PDF]
In this study, numerical analysis was used to derive seismic fragility curves for 3-, 6- and 9-story reinforced concrete (RC) frame with inadequate lap splice length and ground soft-story condition.
Vafaei, M., Koon, F. S., Alih, S. C.
core +1 more source
Bond of GFRP bars in polymeric fiber reinforced concrete through lap splice in beams submitted to bending [PDF]
Four beams were molded and tested using self-compacting concrete (SCC), two using polyolefin fibers and two without fibers. Two different lap splice lengths, twenty-five and forty diameters long, were tested using GFRP Brazilian bars.
Jorge Luiz Alves Junior +1 more
doaj +1 more source

