Anchorage Strengths of Lap Splices Anchored by High-Strength Headed Bars

J.G. Lee, S. C. Chun (2013). "Anchorage Strengths of Lap Splices Anchored by High-Strength Headed Bars." In Proceedings of FraMCoS 8, Toledo, Spain.

J.G. Lee, S. C. Chun. "Anchorage Strengths of Lap Splices Anchored by High-Strength Headed Bars." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

J.G. Lee, S. C. Chun, "Anchorage Strengths of Lap Splices Anchored by High-Strength Headed Bars," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{j-g-lee2013,
  title     = {Anchorage Strengths of Lap Splices Anchored by High-Strength Headed Bars},
  author    = {J.G. Lee, S. C. Chun},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Anchorage Strengths of Lap Splices Anchored by High-Strength Headed Bars
AU  - J.G. Lee
AU  - S. C. Chun
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Anchorage_Strengths_of_Lap_Splices_Anchored_by_High-Strength_Headed_Bars.pdf
AB  - Design specifications for headed bars were recently amended in ACI 318 and KCI 2012. These specifications have limitations on bar strength, bar diameters, concrete strength, and so on, due to lack of test data. Experiments of lap splices with high-strength headed bars were conducted to investigate the anchorage behavior of high-strength headed reinforcement. Headed bars of Grade 600 MPa were used and main variables include splice length, spacing between bars, bar diameter, concrete strength, and confinement. Observations of cracking behavior, strain measurements of reinforcement, and strength are reported. The strengths of lap splices with Grade 600 MPa are compared with…
ER  -