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Analysis of composite bridge deck considering the effects of concrete cracking

Pollack Periodica
Volume/Issue:
Volume 17: Issue 3
DOI:
https://doi.org/10.1556/606.2022.00573
Authors:
Marame Brinissat
,
Rajmund Kuti
, and
Mohammed El Mehdi Bichikhi

deck was numerically tested by linear elastic analysis using SAP2000 software. Following is a brief description of the model. 3.1 Bridge description The bridge is a viaduct designed for railway

Open access

Assessment of reinforced concrete slab of historical structures by the yield-line method

Pollack Periodica
Volume/Issue:
Volume 16: Issue 3
DOI:
https://doi.org/10.1556/606.2020.00170
Authors:
Rayan Mahrouseh
and
Zoltán Orbán

.1 Elastic analysis The figure below ( Fig. 3 ) shows the bending moment distribution throughout the slab. In the highlighted regions, the bending moment resulted from the elastic analysis exceeds the ultimate resistance moment. The calculation

Open access