A newmethodologyforthediscreteanalysisofconcretefractureunderimpact loading

G. N.W (2001). "A newmethodologyforthediscreteanalysisofconcretefractureunderimpact loading." In Proceedings of FraMCoS 4, Cachan, France.

G. N.W. "A newmethodologyforthediscreteanalysisofconcretefractureunderimpact loading." Paper presented at FraMCoS 4, Cachan, France, 2001.

G. N.W, "A newmethodologyforthediscreteanalysisofconcretefractureunderimpact loading," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{g-n-w2001,
  title     = {A newmethodologyforthediscreteanalysisofconcretefractureunderimpact loading},
  author    = {G. N.W},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - A newmethodologyforthediscreteanalysisofconcretefractureunderimpact loading
AU  - G. N.W
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_newmethodologyforthediscreteanalysisofconcretefractureunderimpact_loading.pdf
AB  - A newly developed numerical model for simulating arbitrary displacement discontinuities is ex- tended for the case of dynamic loading. The model involves the addition of the Heaviside jump to the underlying fimte element mterpolation basis functions. A displacement jump is continuous across element boundaries and the order of the displacement jump interpolation is the same as the underlying element. The finite element for- mulation for dynamic problems is developed in a consistent manner from the weak equation of motion, which leads naturally to stiffness and mass matrices which involve discontinuous terms. The model is used to simulate the propagation of…
ER  -