A. Deraemaeker, M. Brehm, T.J. Massart (2013). "Modelling of Concrete Cracking for the Design of SHM Systems: Comparison of Implicit Gradient Damage Models and Simplified Linear Representations." In Proceedings of FraMCoS 8, Toledo, Spain.
A. Deraemaeker, M. Brehm, T.J. Massart. "Modelling of Concrete Cracking for the Design of SHM Systems: Comparison of Implicit Gradient Damage Models and Simplified Linear Representations." Paper presented at FraMCoS 8, Toledo, Spain, 2013.
A. Deraemaeker, M. Brehm, T.J. Massart, "Modelling of Concrete Cracking for the Design of SHM Systems: Comparison of Implicit Gradient Damage Models and Simplified Linear Representations," in Proc. FraMCoS 8, Toledo, Spain, 2013.
@inproceedings{a-deraemaeker2013,
title = {Modelling of Concrete Cracking for the Design of SHM Systems: Comparison of Implicit Gradient Damage Models and Simplified Linear Representations},
author = {A. Deraemaeker, M. Brehm, T.J. Massart},
year = {2013},
booktitle = {Proceedings of FraMCoS 8},
address = {Toledo, Spain},
}
TY - CPAPER
TI - Modelling of Concrete Cracking for the Design of SHM Systems: Comparison of Implicit Gradient Damage Models and Simplified Linear Representations
AU - A. Deraemaeker
AU - M. Brehm
AU - T.J. Massart
PY - 2013
T2 - Proceedings of FraMCoS 8
CY - Toledo, Spain
UR - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Modelling_of_Concrete_Cracking_for_the_Design_of_SHM_Systems_Comparison_of_Impli.pdf
AB - It has been commonly agreed that the crack propagation within concrete structures can be realistically simulated by non-local damage models. Due to their low complexity and computa- tional cost, simplified damage models are frequently used in virtual testing calculations of structural health monitoring applications. This contribution aims at justifying the application of such simplified damagemodelsforearly damage states.
ER -
