Application of a new theory of restraint factor after cracking of reinforced concrete members
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 guideli...
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2023-04-01
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| Series: | Archives of Civil Engineering |
| Subjects: | |
| Online Access: | https://journals.pan.pl/Content/126830/PDF/art13_int.pdf |