Lap splice length - Open Access .click

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Establishment and experimental validation of an updated predictive equation for the development and lap-spliced length of GFRP bars in concrete

Materials and Structures, 2018
Glass fibre-reinforced polymer (GFRP) reinforcement due to its physical and mechanical behavior has a completely different bond behavior compared to the steel bars. In this paper, an equation is proposed to predict the splice length in GFRP-reinforced concrete beams. First, equations for the local bond strength and displacement modulus of GFRP bars are
Mehrollah Rakhshanimehr +3 more
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Changes to and Applications of Development and Lap Splice Length Provisions for Bars in Tension (ACI 318-89)

ACI Structural Journal, 1993
Changes made to the development length provisions to consider confinement effects are examined. The reasons why bars with small cover and with close spacing require longer development and splice lengths are presented. The elimination of the Class C splice is also addressed.
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The Effect of Lap Splice Length on the Cyclic Lateral Load Behavior of RC Members with Low-Strength Concrete and Plain Bars

Advances in Structural Engineering, 2014
Many existing reinforced concrete buildings in developing countries located in seismic areas do not possess sufficient strength and ductility characteristics to resist the effects of severe earthquakes. Among other deficiencies, improper detailing of reinforcement and poor quality of materials are major causes of poor seismic performance.
C. Goksu +4 more
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Tension lap splices in UHPC beams: Influence of rebar size, steel fibers, splice length, and coarse aggregate