Results 141 to 150 of about 1,248 (164)

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, Seyed Roohollah Mousavi, M. Reza Esfahani, Saeed Farahi Shahri   +3 more
openaire   +1 more source

Evaluating Lap-Splice Length Requirements for Grade 80 Deformed Bars in Structural Masonry

Journal of Structural Engineering
Omar Khalid, Muhammad Waleed Khan, Dimitrios Kalliontzis   +2 more
exaly   +2 more sources

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.
openaire   +1 more source

Tension lap splices in UHPC beams: Influence of rebar size, steel fibers, splice length, and coarse aggregate

Journal of Building Engineering, 2022
Chung-Chan Hung, Terry YP. Yuen, Chih-Wei Huang, Cheng-Hao Yen   +3 more
openaire   +1 more source

Concrete Q&A: Minimum Lap Splice Length for WWR

ACI Concrete International, 2021
openaire   +1 more source

Development length and bond behavior of lap-spliced reinforcement in Ultra-high performance concrete beams

Engineering Structures, 2023
Rui Liang, Yuan Huang
openaire   +1 more source

Tension lap splice lengths of carbon fiber reinforced polymer bars

2022
openaire   +1 more source

Design Criterion on Development and Lap Splice Lengths for Reinforcing Bars in Tension

Journal of the Korea Concrete Institute
Hajin Choi, Seung-Yul Yang, Siyoung Jung, Byoung-Kook Kim, Oan-Chul Choi   +4 more
openaire   +1 more source

SEISMIC STRENGTHENING OF INADEQUATE LENGTH LAP SPLICES

FATJON SHKURTI, YONGQIAN LIN, WILLIAM GAMBLE, NEIL HAWKINS   +3 more
openaire   +1 more source

Effect of Lap Splice Length on Flexural Behavior of Reinforced Concrete Beams

International Journal of Design & Nature and Ecodynamics
Abbas H. Mohammed, Samar Shoker, Taha K. Mohammed Ali, Ali K. Hussein, Thanaa Ghazi Abed, Kamaran S. Abdullah   +5 more
openaire   +1 more source