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SI: Structural Integrity and Safety: Experimental and Numerical Perspectives Views: 629 Downloads: 466 Vol. 14, No. 53 (2020) July 19, 2020 pp. 106-123

Effect of different parameters controlling the flexural behavior of RC beams strengthened with NSM using nonlinear finite element analysis

Ramy Mostafa Reda, Zeinab Omar, Hossam Sallam, Seleem S. E. Ahmad

Near surface mounted technique become the most attractive technique for strengthening RC structures. Several researches had been conducted to study experimentally the flexural behavior of RC members strengthened with NSM technique unlike…

10.3221/IGF-ESIS.53.09

Details: Effect of different parameters controlling the flexural behavior of RC beams strengthened with NSM using nonlinear finite element analysis PDF Visual Abstract

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Miscellanea Views: 816 Downloads: 409 Vol. 10, No. 36 (2016) March 22, 2016 pp. Pages 8-26

Modeling of edge cracks interaction

V. Petrova, S. Schmauder, A. Shashkin

From experimental and theoretical investigations it is known that cracks are sensitive to geometry, e.g., to the inclination angle to the load. A small deviation of a crack from the normal direction to a tensile load causes mixed mode…

10.3221/IGF-ESIS.36.02

Details: Modeling of edge cracks interaction PDF

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Miscellanea Views: 886 Downloads: 637 Vol. 6, No. 22 (2012) September 30, 2012 pp. pages 5-11

Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading

R. K. Bhagat, V. K. Singh, P. C. Gope, A.K. Chaudhary

A finite rectangular plate of unit thickness with two inclined cracks (parallel and non parallel) under biaxial mixed mode condition are modelled using finite element method. The finite element method is used for determination of stress…

10.3221/IGF-ESIS.22.01

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SI: Design of Civil Environmental Engineering Views: 708 Downloads: 434 Vol. 12, No. 46 (2018) September 26, 2018 pp. 226-239

Formulating the in-plane frictional resistances and collapse mechanisms for multi-storey masonry block walls

Luca Umberto Argiento, Alessandra Maione, Claudia Casapulla

In this paper a macro-block model accounting for frictional resistances is presented to assess the lateral strength of a multi-storey masonry block wall. The kinematic approach of limit analysis is used to define the load factor causing…

10.3221/IGF-ESIS.46.21

Details: Formulating the in-plane frictional resistances and collapse mechanisms for multi-storey masonry block walls PDF Visual Abstract