Drop Test of Thick-Walled Concrete Cylinder Subjected to Shrinkage and Expansion

Arezou Attar, Bora Gencturk, Kaspar J. Willam, M. M. Reza Mousavi, Masoud Champiri, Mohammad Hanifehzadeh (2016). "Drop Test of Thick-Walled Concrete Cylinder Subjected to Shrinkage and Expansion." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Arezou Attar, Bora Gencturk, Kaspar J. Willam, M. M. Reza Mousavi, Masoud Champiri, Mohammad Hanifehzadeh. "Drop Test of Thick-Walled Concrete Cylinder Subjected to Shrinkage and Expansion." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Arezou Attar, Bora Gencturk, Kaspar J. Willam, M. M. Reza Mousavi, Masoud Champiri, Mohammad Hanifehzadeh, "Drop Test of Thick-Walled Concrete Cylinder Subjected to Shrinkage and Expansion," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{arezou-attar2016,
  title     = {Drop Test of Thick-Walled Concrete Cylinder Subjected to Shrinkage and Expansion},
  author    = {Arezou Attar, Bora Gencturk, Kaspar J. Willam, M. M. Reza Mousavi, Masoud Champiri, Mohammad Hanifehzadeh},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Drop Test of Thick-Walled Concrete Cylinder Subjected to Shrinkage and Expansion
AU  - Arezou Attar
AU  - Bora Gencturk
AU  - Kaspar J. Willam
AU  - M. M. Reza Mousavi
AU  - Masoud Champiri
AU  - Mohammad Hanifehzadeh
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Drop_Test_of_Thick-Walled_Concrete_Cylinder_Subjected_to_Shrinkage_and_Expansion.pdf
AB  - Two different models including confined cylinder with internal pressure and non- confined cylinder of a concrete structure are selected for a drop test. With regard to internal pressure, the performance of these structures is compared considering the shrinkage strain which is calculated based on the latest model of RILEM called “B4” (RILEM report, 2014) and expansion which is normally due to alkali-silica reaction (ASR) effect on concrete and calculated based on the substantial experimental study of Larive (1998). The simulations were performed in LS-DYNA, which is suitable for high rate problems in form of explicit time integration. MAT_159 which is…
ER  -