| dc.contributor.author | Kaklauskas, Gintaris | |
| dc.contributor.author | Burtzev, B.I | |
| dc.contributor.author | Gribniak, Viktor | |
| dc.date.accessioned | 2023-09-18T17:08:17Z | |
| dc.date.available | 2023-09-18T17:08:17Z | |
| dc.date.issued | 2007 | |
| dc.identifier.other | (BIS)VGT02-000016822 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/120082 | |
| dc.description.abstract | After cracking, reinforced concrete (RC) behaves in a very different manner than plain concrete. Plain concrete cannot resist any tensile stresses after a full crack is formed, while the concrete between cracks in RC can still resist some tensile stresses. The contribution of concrete resistance between cracks is known as tension stiffening and plays an important role in reducing the post-cracking deformation of RC structures. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 122-125 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.relation.isreferencedby | IEEE/IEL (nenaudotinas) | |
| dc.relation.isreferencedby | INSPEC | |
| dc.title | Derivation of material diagrams from tests of reinforced concrete beams | |
| dc.type | Straipsnis konferencijos darbų leidinyje kitoje DB / Paper in conference publication in other DB | |
| dcterms.references | 4 | |
| dc.type.pubtype | P1c - Straipsnis konferencijos darbų leidinyje kitoje DB / Article in conference proceedings in other DB | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.institution | Tomsk State University of Architecture & Building | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dcterms.sourcetitle | Proceedings of the 11th International Scientific and Practical Conference of Students, Post-graduates and Young Scientists. Modern Techniques and Technologies, MTT 2005 | |
| dc.publisher.name | IEEE | |
| dc.publisher.city | Piscataway | |
| dc.identifier.doi | 10.1109/SPCMTT.2005.4493218 | |
| dc.identifier.elaba | 3825451 | |
