J
Jaime C. Gálvez
Researcher at Technical University of Madrid
Publications - 171
Citations - 3416
Jaime C. Gálvez is an academic researcher from Technical University of Madrid. The author has contributed to research in topics: Polyolefin & Finite element method. The author has an hindex of 27, co-authored 165 publications receiving 2740 citations. Previous affiliations of Jaime C. Gálvez include National Service of Learning & Université Paul Cézanne Aix-Marseille III.
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Mixed Mode Fracture of Concrete under Proportional and Nonproportional Loading
TL;DR: In this paper, a testing procedure for mixed-mode crack propagation in concrete is presented: four-point bend of notched beams under the action of two independent force actuators.
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An embedded crack model for finite element analysis of concrete fracture
TL;DR: In this article, the authors present a numerical implementation of cohesive crack model for the analysis of concrete fracture based on the strong discontinuity approach, where a simple central force model is used for the stress vs. crack opening law.
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The degree of hydration assessment of blended cement pastes by differential thermal and thermogravimetric analysis. Morphological evolution of the solid phases
TL;DR: In this paper, the degree of hydration assessment of cement paste from differential thermal and thermogravimetric analysis data has been performed by several authors that have offered a number of proposals for technical application to blended cements.
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On the mechanical properties and fracture behavior of polyolefin fiber-reinforced self-compacting concrete
TL;DR: In this article, the fracture properties of a self-compacting concrete with low, medium and high-fiber contents of macro polyolefin fibers are compared with a plain self compacting concrete and also with a steel fiber-reinforced self compounding concrete.
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A discrete crack approach to normal/shear cracking of concrete
TL;DR: In this article, a numerical procedure for mixed mode fracture of quasi-brittle materials is presented, based on the cohesive crack approach and extended to mixed-mode fracture, and the model is incorporated into a commercial finite element code by an user subroutine.