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The paper briefly describes a three-dimensional (3D) numerical model for describing non-linear behaviour of prestressed concrete structures. A computational analysis of reinforced and prestressed concrete structures requires a realistic material mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::75c3cbfc8ace829c0272fbe3aff90afd
https://www.bib.irb.hr/847442
https://www.bib.irb.hr/847442
