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Punching Shear Response Theory (PSRT) – A two degree of freedom kinematic theory for modeling the entire punching shear vs. deformation response of RC slabs and footings

Engineering Structures
2023-09 | Journal article
Part of ISSN: 0141-0296
Contributors: Martin Classen; Matthias Kalus
Source: Self-asserted source
Matthias Kalus

100 years of punching shear - Still research necessary?,100 Jahre Durchstanzen im Massivbau – Alles erforscht?

Beton- und Stahlbetonbau
2022 | Journal article
EID:

2-s2.0-85131915301

Part of ISSN: 14371006 00059900
Contributors: Ungermann, J.; Kalus, M.; Claßen, M.; Hegger, J.
Source: Self-asserted source
Matthias Kalus via Scopus - Elsevier

Critical view on the level of maximum punching strength of flat slabs and column bases using database evaluations

Structural Concrete
2021-12 | Journal article
Contributors: Philipp Schmidt; Matthias Kalus; Josef Hegger
Source: check_circle
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