Experimental investigations on concrete edge failure of multiple row anchorages with supplementary reinforcement

Akanshu Sharma, Jörg Asmus, Rolf Eligehausen (2016). "Experimental investigations on concrete edge failure of multiple row anchorages with supplementary reinforcement." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Akanshu Sharma, Jörg Asmus, Rolf Eligehausen. "Experimental investigations on concrete edge failure of multiple row anchorages with supplementary reinforcement." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Akanshu Sharma, Jörg Asmus, Rolf Eligehausen, "Experimental investigations on concrete edge failure of multiple row anchorages with supplementary reinforcement," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{akanshu-sharma2016,
  title     = {Experimental investigations on concrete edge failure of multiple row anchorages with supplementary reinforcement},
  author    = {Akanshu Sharma, Jörg Asmus, Rolf Eligehausen},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Experimental investigations on concrete edge failure of multiple row anchorages with supplementary reinforcement
AU  - Akanshu Sharma
AU  - Jörg Asmus
AU  - Rolf Eligehausen
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Experimental_investigations_on_concrete_edge_failure_of_multiple_row_anchorages.pdf
AB  - This paper presents the details and results of the experimental investigations performed on the anchorages with multiple anchor rows of headed studs close to the edge, without and with supplementary reinforcement, loaded in shear towards the edge. The tests were performed on anchorages with 2 to 8 headed studs (one to 4 anchor rows) cast in concrete with 4 different levels of supplementary reinforcement. The test results highlight the influence of supplementary reinforcement on load carrying capacity of the anchorages. It is observed that for anchorages with multiple anchor rows, the failure crack always initiates from the back row of…
ER  -