Non‐linear 3D modelling of RC slab punching shear failure

Author:

Vainiunas Povilas,Popovas Vladimiras,Jarmolajev Andrej

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference16 articles.

1. Cervenka, V. 2002. Computer simulation of failure of concrete structures for practice: Session 13, failure mechanism and non‐linear analysis for practice. Proc of the 1st fib Congress Concrete Structures in the 21st century. 2002, Osaka. pp.289–304.

2. Cervenka, V. Simulation of shear failure modes of RC structures. Proc of EURO‐C. 1998Badgastein. Austria. pp.833–838.

3. Hartl, H. and Handel, C. 2002. 3D finite element modeling of reinforced concrete structures: Session 13, Failure mechanism and non‐linear analysis for practice. Proc. of the 1st fib Congress Concrete Structures in the 21st century. 2002, Osaka. pp.161–170.

4. Kaneko, Y., Mita, A., Mihashi, H. and Kanezashi, N. 2002. Practical use of non‐linear analysis on damage detection of RC structures: Session 13, failure mechanism and non‐linear analysis for practice. Proc of the 1st fib Congress Concrete Structures in 21st Century. 2002, Osaka. pp.1–14.

5. Tahashi, R., Sato, Y. and Ueda, T. 2002. 3D FEM analysis of punching shear failure of steel‐concrete sandwich slabs: Session 13, Failure mechanism and non‐linear analysis for practice. Proc of the 1st fib Congress Concrete Structures in the 21st century. 2002, Osaka. pp.139–144.

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