Application of a new theory of restraint factor after cracking of reinforced concrete members
Application of a new theory of restraint factor after cracking of reinforced concrete members
About this item
Full title
Author / Creator
Publisher
Warsaw: De Gruyter Poland
Journal title
Language
English
Formats
Publication information
Publisher
Warsaw: De Gruyter Poland
Subjects
More information
Scope and Contents
Contents
Adetailed tie model of cracking is proposed. The model is dedicated to both semi-massive RC (reinforcement concrete) members subjected to early-age imposed strains and non-massive members in which imposed strains occur after concrete hardening. As distinct from the currently applied European guidelines, the proposed model enables an analysis of cra...
Alternative Titles
Full title
Application of a new theory of restraint factor after cracking of reinforced concrete members
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_doaj_primary_oai_doaj_org_article_f64cee11e91b419b9160fbcc97afb0a0
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_f64cee11e91b419b9160fbcc97afb0a0
Other Identifiers
ISSN
1230-2945
E-ISSN
2300-3103
DOI
10.24425/ace.2023.144168
