B. P. Shing, H. D. Basche, I. Rhee, K.J. Willam (2004). "Analysis of Shear Capacity of Brittle Lightweight Concrete Beams Using Interface Elements." In Proceedings of FraMCoS 5, Vail, Colorado, USA.
B. P. Shing, H. D. Basche, I. Rhee, K.J. Willam. "Analysis of Shear Capacity of Brittle Lightweight Concrete Beams Using Interface Elements." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.
B. P. Shing, H. D. Basche, I. Rhee, K.J. Willam, "Analysis of Shear Capacity of Brittle Lightweight Concrete Beams Using Interface Elements," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.
@inproceedings{b-p-shing2004,
title = {Analysis of Shear Capacity of Brittle Lightweight Concrete Beams Using Interface Elements},
author = {B. P. Shing, H. D. Basche, I. Rhee, K.J. Willam},
year = {2004},
booktitle = {Proceedings of FraMCoS 5},
address = {Vail, Colorado, USA},
}
TY - CPAPER
TI - Analysis of Shear Capacity of Brittle Lightweight Concrete Beams Using Interface Elements
AU - B. P. Shing
AU - H. D. Basche
AU - I. Rhee
AU - K.J. Willam
PY - 2004
T2 - Proceedings of FraMCoS 5
CY - Vail, Colorado, USA
UR - https://framcos.org/wp-content/uploads/framcos-papers/Analysis_of_Shear_Capacity_of_Brittle_Lightweight_Concrete_Beams_Using_Interface.pdf
AB - In this paper, the failure mechanisms of lightweight concrete beams without shear reinforcement are examined by means of nonlinear finite element analysis and experimental observations. For the 2-D computational simulations, discrete inter- and intra-element crack models using zero-thickness interface elements are used. The loss of cohesion is described in terms of a consistent damage formulation for mode I and mode II fracture. The objective is to capture the brittle failure under mixed mode fracture.
ER -
