Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
A plastic-damage model for concrete
19893.2k citationsJ. Lubliner, J. Oliver et al.profile →
An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
This map shows the geographic impact of J. Oliver's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by J. Oliver with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites J. Oliver more than expected).
This network shows the impact of papers produced by J. Oliver. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by J. Oliver. The network helps show where J. Oliver may publish in the future.
Co-authorship network of co-authors of J. Oliver
This figure shows the co-authorship network connecting the top 25 collaborators of J. Oliver.
A scholar is included among the top collaborators of J. Oliver based on the total number of
citations received by their joint publications. Widths of edges
represent the number of papers authors have co-authored together.
Node borders
signify the number of papers an author published with J. Oliver. J. Oliver is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
All Works
20 of 20 papers shown
1.
Oliver, J.. (2019). Modelado de la fisuración en estructuras de hormigón. LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas).
2.
Oliver, J., et al.. (2019). A model of material failure for reinforced concrete via continuum strong discontinuity approach and mixing theory. LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas).1 indexed citations
3.
Oliver, J.. (2019). Modelling strong discontinuities in solid mechanics via strain softening constitutive equations. LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas).5 indexed citations
4.
Lloberas‐Valls, O., et al.. (2019). Reduced finite element square techniques (RFE2): towards industrial multiscale fe software. RECERCAT (Consorci de Serveis Universitaris de Catalunya). 157–169.3 indexed citations
Oliver, J., et al.. (2013). A comparative study on homogenization strategies for multi-scale analysis of materials.19 indexed citations
8.
Hernández, J.A., J. Oliver, Alfredo E. Huespe, & M. Caicedo. (2012). High-performance model reduction procedures in multiscale simulations. Conicet.5 indexed citations
9.
Oliver, J., Julio García Espinosa, Miguel Cervera, & Tomás Prato. (2001). Simulación numérica del comportamiento termo-mecánico de presas de HCR. Parte I: Modelización y calibración. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 17(4). 491–503.1 indexed citations
10.
Faria, Rui, J. Oliver, & Miguel Cervera. (2000). On isotropic scalar damage models for the numerical analysis of concrete structures. LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas).13 indexed citations
11.
Oliver, J., et al.. (1998). Simulación numérica de procesos de compactación de pulvimateriales. Parte 2: Validación y aplicaciones industriales. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 14(1). 101–116.5 indexed citations
12.
Oliver, J., et al.. (1998). Simulación numérica de procesos de compactación de pulvimateriales. Parte 1: Modelo constitutivo, de contacto y fricción. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 14(1). 67–100.2 indexed citations
13.
Oliver, J., et al.. (1995). Un modelo constitutivo para el análisis de sólidos elastoplásticos sometidos a grandes deformaciones. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 12(2). 147–170.8 indexed citations
14.
Cervera, Miguel, et al.. (1992). Numerical Analysis of Dams with Extensive Cracking due to Concrete Hydration: Simulation of a Real Case. LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas).1 indexed citations
15.
Oliver, J., Sergio Oller, & J. Lubliner. (1988). Un modelo constitutivo de daño plástico para materiales friccionales. Parte I: variables fundamentales, funciones de fluencia y potencial. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 4(4). 397–432.10 indexed citations
16.
Oliver, J., et al.. (1987). Consideraciones sobre los modelos numéricos de distribución para el análisis de la fisuración del hormigón. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 3(4). 343–368.1 indexed citations
17.
Oñate, Eugenio & J. Oliver. (1986). A finite element formulation for the geometrically non linear analysis of shells. LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas).1 indexed citations
18.
Oliver, J. & Eugenio Oñate. (1985). A finite element formulation for the analysis of marine pipelines during laying operations. LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas).5 indexed citations
Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive
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research landscape, it—like all bibliographic datasets—has inherent limitations. These include
incomplete records, variations in author disambiguation, differences in journal indexing, and
delays in data updates. As a result, some metrics and network relationships displayed in
Rankless may not fully capture the entirety of a scholar's output or impact.