Numerical Simulation of Prenotched Gravity Dam Models

By F. Barpi, S. Valente. 2000

69 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/cd8feed88e6c45e014f421c58adebea87f4ea651

How researchers see this paper

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In Civil and Structural Engineering

1. Pedro Areias
2. Timon Rabczuk
3. D. Dias-da-Costa
4. D. Dias‐da‐Costa
5. J. Alfaiate
6. Eduardo Júlio
7. Lambertus J. Sluys
8. Xiaoying Zhuang

Citations in the corpus

• Element-wise fracture algorithm based on rotation of edges (2013, result): “Crack path comparison with the results from Barpi and Valente [18].”
• A comparative study on the modelling of discontinuous fracture by means of enriched nodal and element techniques and interface elements (2009, methodology): “25 mm, superposed with experimental and numerical results taken from Barpi and Valente (2000): a DSDA (thick line), Newton-Cotes/Lobatto with two points (thick dashed line), GFEM for two points (doted line); and b DSDA (thick line), Newton-Cotes/Lobatto with three points (thick dashed line), GFEM fo”