Carlos E. Ospina

437 citations
23 papers · 252 indexed · h-index 7

Carlos E. Ospina

20 papers receiving 226 citations

Peers

Carlos E. Ospina
Comparison fields: 5 of 42
  • Civil and Structural Engineering 201
  • Building and Construction 179
  • Rehabilitation 24
  • Biomaterials 17
  • Materials Chemistry 16
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Countries citing papers authored by Carlos E. Ospina

Since Specialization
Citations

This map shows the geographic impact of Carlos E. Ospina'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 Carlos E. Ospina with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Carlos E. Ospina more than expected).

Fields of papers citing papers by Carlos E. Ospina

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Carlos E. Ospina. 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 Carlos E. Ospina. The network helps show where Carlos E. Ospina may publish in the future.

Co-authorship network of co-authors of Carlos E. Ospina

This figure shows the co-authorship network connecting the top 25 collaborators of Carlos E. Ospina. A scholar is included among the top collaborators of Carlos E. Ospina 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 Carlos E. Ospina. Carlos E. Ospina 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
#WorkIndexed citations
1 2
2 1
3 0
4
Evaluation of crack widths in concrete flexural members reinforced with FRP bars
5
5
Indirect crack control procedure for FRP-reinforced concrete beams and one-way slabs
0
6 1
7 1
8
NEES: ACI 445 Punching Shear Collected Databank
8
9 37
10 5
11 1
12 8
13
INDIRECT FLEXURAL CRACK CONTROL OF CONCRETE BEAMS AND ONE-WAY SLABS REINFORCED WITH FRP BARS
20
14 61
15
Alternative Model for Concentric Punching Capacity
3
16
Alternative for Concentric Punching Capacity Evaluation of Reinforced Concrete Two-Way Slabs
4
17 1
18 6
19 5
20 32

About Carlos E. Ospina

Carlos E. Ospina is a scholar working on Nuclear Energy and Engineering, Building and Construction and Civil and Structural Engineering, having authored 23 papers that have together received 252 indexed citations. Recurring topics across this work include Structural Behavior of Reinforced Concrete (14 papers), Concrete Corrosion and Durability (6 papers) and Structural Load-Bearing Analysis (4 papers). The work is most often cited by research in Building and Construction (179 citations), Civil and Structural Engineering (201 citations) and Nuclear Energy and Engineering (2 citations). Carlos E. Ospina has collaborated with scholars based in United States, Canada and Italy. Frequent co-authors include Miguel Fernández Ruiz, Aurelio Muttoni, Charles E. Bakis, Widianto, François A. Auger, E A Byars, André Weber, Vitauts Tamužs, Nicolae Ţăranu and Andreea Şerbescu. Their work appears in journals such as Journal of Structural Engineering, Wound Repair and Regeneration and Journal of Composites for Construction.

Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive bibliographic database. While OpenAlex provides broad and valuable coverage of the global 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.

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