Plate End Shear Design for External CFRP Laminates

D. Van Gemert, K. Brosens (1998). "Plate End Shear Design for External CFRP Laminates." In Proceedings of FraMCoS 3, Gifu, Japan.

D. Van Gemert, K. Brosens. "Plate End Shear Design for External CFRP Laminates." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

D. Van Gemert, K. Brosens, "Plate End Shear Design for External CFRP Laminates," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{d-van-gemert1998,
  title     = {Plate End Shear Design for External CFRP Laminates},
  author    = {D. Van Gemert, K. Brosens},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Plate End Shear Design for External CFRP Laminates
AU  - D. Van Gemert
AU  - K. Brosens
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Plate_End_Shear_Design_for_External_CFRP_Laminates.pdf
AB  - In the design of externally bonded reinforcement, the anchoring design is extremely important, because failure is very often initiated in the end zones. Expressions for the anchoring capacity in both the serviceability limit state and the ultimate limit state are derived from the classical differential equation of Volkersen. Therefore non-linear concrete properties, describing the pre- and post-cracking behaviour are considered. A relation with the mode II- fracture energy has been set up. The model parameters are simply determined from the concrete compressive strength and the concrete tensile strength.
ER  -