N
Nenad Bićanić
Researcher at University of Glasgow
Publications - 106
Citations - 2916
Nenad Bićanić is an academic researcher from University of Glasgow. The author has contributed to research in topics: Finite element method & Discontinuous Deformation Analysis. The author has an hindex of 26, co-authored 106 publications receiving 2597 citations. Previous affiliations of Nenad Bićanić include University of Zagreb & University of Rijeka.
Papers
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Journal ArticleDOI
A combined finite‐discrete element method in transient dynamics of fracturing solids
TL;DR: In this paper, the authors discuss the issues involved in the development of combined finite/discrete element methods, both from a fundamental theoretical viewpoint and some related algorithmic considerations essential for the efficient numerical solution of large scale industrial problems.
Journal ArticleDOI
Nanoindentation mapping of mechanical properties of cement paste and natural rocks
TL;DR: In this paper, the authors reported a study to assess nanoindentation mapping of mechanical properties of cement paste and natural rocks, and determined the Young's modulus and hardness of individual mineral phases.
Journal ArticleDOI
Scale transition and enforcement of RVE boundary conditions in second-order computational homogenization
TL;DR: In this article, the scale transition equations coupling the microscopic and macroscopic variables in second-order computational homogenization of heterogeneous materials and the enforcement of generalized boundary conditions for the representative volume element (RVE) are considered.
BookDOI
Computational Modelling of Concrete Structures
TL;DR: The EURO-C conference series as mentioned in this paper brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and metal structures, and it has been used extensively in the past few years.
Book ChapterDOI
Earthquake Input Definition and the Trasmitting Boundary Conditions
TL;DR: In this article, the authors propose to specify the motion of the base motion in terms of the incoming seismic wave, leading to a logical and simple problem formulation, where realistic boundary conditions need to be specified because of the infinite extent of the foundation.