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 fast incremental/iterative solution procedure that handles “snap-through”
Citations per year, relative to M. A. Crisfield M. A. Crisfield (= 1×)
peers
Edward L. Wilson
Countries citing papers authored by M. A. Crisfield
Since
Specialization
Citations
This map shows the geographic impact of M. A. Crisfield'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 M. A. Crisfield with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites M. A. Crisfield more than expected).
This network shows the impact of papers produced by M. A. Crisfield. 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 M. A. Crisfield. The network helps show where M. A. Crisfield may publish in the future.
Co-authorship network of co-authors of M. A. Crisfield
This figure shows the co-authorship network connecting the top 25 collaborators of M. A. Crisfield.
A scholar is included among the top collaborators of M. A. Crisfield 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 M. A. Crisfield. M. A. Crisfield is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Mahdi, S., A. J. Kinloch, F.L. Matthews, & M. A. Crisfield. (2003). Fatigue performance of undamaged and repaired composite sandwich beams. Proceedings of the Institution of Mechanical Engineers Part L Journal of Materials Design and Applications. 217(3). 229–248.1 indexed citations
Crisfield, M. A.. (1997). Non-Linear Finite Element Analysis of Solids and Structures: Advanced Topics. John Wiley & Sons, Inc. eBooks.236 indexed citations
6.
Crisfield, M. A.. (1997). Non-Linear Finite Element Analysis of Solids and Structures, Essentials.231 indexed citations
Nethercot, D.A., et al.. (1991). LATERAL BUCKLING IN CONTINUOUS COMPOSITE BRIDGE GIRDERS. The Structural engineer. 69(5).15 indexed citations
9.
Crisfield, M. A., et al.. (1990). Numerical integration strategies for plates and shells. Cambridge University Engineering Department Publications Database.
10.
Crisfield, M. A., et al.. (1989). NO-TENSION FINITE-ELEMENT AND MECHANISM ANALYSES OF A HALF-SCALE BEAM-AND-SLAB BRIDGE DECK. OpenGrey (Institut de l'Information Scientifique et Technique).1 indexed citations
11.
Crisfield, M. A., et al.. (1989). NUMERICAL ANALYSIS OF A HALF-SCALE PRESTRESSED-BEAM AND SLAB BRIDGE DECK. OpenGrey (Institut de l'Information Scientifique et Technique).1 indexed citations
12.
Crisfield, M. A., et al.. (1987). A MECHANISM PROGRAM FOR COMPUTING THE STRENGTH OF MASONRY ARCH BRIDGES BY M.A. CRISFIELD AND A.J. PACKHAM.3 indexed citations
13.
Crisfield, M. A., et al.. (1987). A MECHANISM PROGRAM FOR COMPUTING THE STRENGTH OF MASONRY ARCH BRIDGES. OpenGrey (Institut de l'Information Scientifique et Technique).24 indexed citations
14.
Crisfield, M. A.. (1985). FINITE ELEMENT AND MECHANISM METHODS FOR THE ANALYSIS OF MASONRY AND BRICKWORK ARCHES. RESEARCH REPORT.1 indexed citations
15.
Crisfield, M. A.. (1985). FINITE ELEMENT AND MECHANISM METHODS FOR THE ANALYSIS OF MASONRY AND BRICKWORK ARCHES.28 indexed citations
16.
Crisfield, M. A.. (1982). VARIABLE STEP-LENGTHS FOR NON-LINEAR STRUCTURAL ANALYSIS.15 indexed citations
17.
Crisfield, M. A.. (1981). LINEAR AND NON-LINEAR FINITE ELEMENT ANALYSIS OF CYLINDRICAL SHELLS.1 indexed citations
18.
Crisfield, M. A.. (1980). THEORETICAL AND EXPERIMENTAL BEHAVIOUR OF LIGHTLY STIFFENED BOX-GIRDER DIAPHRAGMS. OpenGrey (Institut de l'Information Scientifique et Technique).1 indexed citations
19.
Crisfield, M. A.. (1979). ITERATIVE SOLUTION PROCEDURES FOR LINEAR AND NON-LINEAR STRUCTURAL ANALYSIS. Australian road research.12 indexed citations
20.
Puthli, Ram, et al.. (1978). COLLAPSE BEHAVIOUR OF RECTANGULAR STEEL BOX GIRDERS. The Structural engineer.2 indexed citations
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.