Kaspar Willam

D-Index & Metrics D-index (Discipline H-index) only includes papers and citation values for an examined discipline in contrast to General H-index which accounts for publications across all disciplines.

Discipline name Citations Publications World Ranking National Ranking

Engineering and Technology D-index 40 Citations 8,642 163 World Ranking 3536 National Ranking 1217

Research.com Recognitions

Awards & Achievements

2004 - Member of the National Academy of Engineering For contributions to constitutive modeling and computational failure analysis of concrete and quasi-brittle materials and structures.

1999 - Fellow of the American Society of Mechanical Engineers

Overview

What are the main themes of his work throughout his whole career to date

Kaspar Willam studied Tangent and Geometry that intersect with Singularity. As part of his studies on Singularity, Kaspar Willam frequently links adjacent subjects like Geometry. He works mostly in the field of Inviscid flow, limiting it down to topics relating to Mechanics and, in certain cases, Length scale, Dilatant and Instability, as a part of the same area of interest. Dilatant is frequently linked to Geotechnical engineering in his study. Kaspar Willam integrates Geotechnical engineering with Triaxial shear test in his research. Kaspar Willam regularly ties together related areas like Mechanics in his Instability studies. In the field of Stress path and Triaxial shear test he studies Shear (geology). His research on Stress path frequently connects to adjacent areas such as Shear (geology). In most of his Composite material studies, his work intersects topics such as Creep.

Kaspar Willam most often published in these fields:

Composite material (55.56%)
Structural engineering (44.44%)
Geometry (44.44%)

This overview was generated by a machine learning system which analysed the scientist’s body of work. If you have any feedback, you can contact us here.

Best Publications

Constitutive model for the triaxial behaviour of concrete

K. J. Willam.
Proc. Intl. Assoc. Bridge Structl. Engrs (1975)

2459 Citations

Triaxial failure criterion for concrete and its generalization

Philippe Menetrey;Kaspar Willam.
Aci Structural Journal (1995)

829 Citations

Recent developments in the finite element analysis of prestressed concrete reactor vessels

J.H. Argyris;G. Faust;J. Szimmat;E.P. Warnke.
Nuclear Engineering and Design (1974)

279 Citations

Fracture Energy Formulation for Inelastic Behavior of Plain Concrete

G. Etse;K. Willam.
Journal of Engineering Mechanics-asce (1994)

273 Citations

On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate

Ignacio Carol;Ignacio Carol;Egidio Rizzi;Kaspar Willam.
International Journal of Solids and Structures (2001)

254 Citations

A coupled elastoplastic damage model for geomaterials

M.R Salari;S Saeb;K.J Willam;S.J Patchet.
Computer Methods in Applied Mechanics and Engineering (2004)

250 Citations

Numerical modeling of masonry-infilled RC frames subjected to seismic loads

Ioannis Koutromanos;Andreas Stavridis;P. Benson Shing;Kaspar Willam.
Computers & Structures (2011)

218 Citations

A unified theory of elastic degradation and damage based on a loading surface

Ignacio Carol;Egidio Rizzi;Kaspar Willam.
International Journal of Solids and Structures (1994)

201 Citations

Computational aspects of welding stress analysis

J.H. Argyris;J. Szimmat;K.J. Willam.
Computer Methods in Applied Mechanics and Engineering (1982)

198 Citations

Fundamental Issues of Smeared Crack Models

Kaspar Willam;Eddy Pramono;Stein Sture.
(1989)

194 Citations

If you think any of the details on this page are incorrect, let us know.

Frequent Co-Authors

External Links

Personal Website for Kaspar Willam