Akanshu Sharma, Josko Ožbolt, Natalija Bede (2016). "Dynamic Fracture of L and CT Concrete Specimens: Numerical and Experimental Studies." In Proceedings of FraMCoS 9, Berkeley, California, USA.
Akanshu Sharma, Josko Ožbolt, Natalija Bede. "Dynamic Fracture of L and CT Concrete Specimens: Numerical and Experimental Studies." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.
Akanshu Sharma, Josko Ožbolt, Natalija Bede, "Dynamic Fracture of L and CT Concrete Specimens: Numerical and Experimental Studies," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.
@inproceedings{akanshu-sharma2016,
title = {Dynamic Fracture of L and CT Concrete Specimens: Numerical and Experimental Studies},
author = {Akanshu Sharma, Josko Ožbolt, Natalija Bede},
year = {2016},
booktitle = {Proceedings of FraMCoS 9},
address = {Berkeley, California, USA},
}
TY - CPAPER
TI - Dynamic Fracture of L and CT Concrete Specimens: Numerical and Experimental Studies
AU - Akanshu Sharma
AU - Josko Ožbolt
AU - Natalija Bede
PY - 2016
T2 - Proceedings of FraMCoS 9
CY - Berkeley, California, USA
UR - https://framcos.org/wp-content/uploads/framcos-papers/Dynamic_Fracture_of_L_and_CT_Concrete_Specimens_Numerical_and_Experimental_Studi.pdf
AB - To confirm the findings of recent numerical studies and to obtain the experimental evidence on dynamic fracture of concrete, experimental tests were performed on L- and CT- specimens. The experiments fully confirmed the results of previously performed numerical studies. It is shown that inertia effects are responsible for progressive increase of resistance, crack branching and rate dependent crack propagation. The presented, relatively simple, tests can be used to check whether numerical model is able to realistically predict complex phenomena related to dynamic fracture of concrete.
ER -
