S. Gupta, T. Tanabe (1998). "3D Analysis Using Unified Concrete Plasticity Model with Reinforcement under Compression Modeled as Beam Element." In Proceedings of FraMCoS 3, Gifu, Japan.
S. Gupta, T. Tanabe. "3D Analysis Using Unified Concrete Plasticity Model with Reinforcement under Compression Modeled as Beam Element." Paper presented at FraMCoS 3, Gifu, Japan, 1998.
S. Gupta, T. Tanabe, "3D Analysis Using Unified Concrete Plasticity Model with Reinforcement under Compression Modeled as Beam Element," in Proc. FraMCoS 3, Gifu, Japan, 1998.
@inproceedings{s-gupta1998,
title = {3D Analysis Using Unified Concrete Plasticity Model with Reinforcement under Compression Modeled as Beam Element},
author = {S. Gupta, T. Tanabe},
year = {1998},
booktitle = {Proceedings of FraMCoS 3},
address = {Gifu, Japan},
}
TY - CPAPER
TI - 3D Analysis Using Unified Concrete Plasticity Model with Reinforcement under Compression Modeled as Beam Element
AU - S. Gupta
AU - T. Tanabe
PY - 1998
T2 - Proceedings of FraMCoS 3
CY - Gifu, Japan
UR - https://framcos.org/wp-content/uploads/framcos-papers/3D_Analysis_Using_Unified_Concrete_Plasticity_Model_with_Reinforcement_under_Com.pdf
AB - Recently, simulation of bending failure of RC members was successfully done where concrete was modelled by a classical plasticity model with 8 nodded cubic element and the reinforcement was modelled as 2 nodded rod element. Though the analysis was successful, umealistic confinement effect was noticed near the stirrup in the compression zone. In this paper, a simplified beam element is proposed for modelling of reinforcement in compression region. Sectional properties are calculated at gauss points and integration is done to calculate the stiffness matrix. Though the results looks promising, the model is still in the developing stage.
ER -
