Detail publikace

Joints between precast segments of slender bridge structures

VELEŠÍK, M. NEČAS, R. POŽÁR, M. STRNAD, J.

Originální název

Joints between precast segments of slender bridge structures

Anglický název

Joints between precast segments of slender bridge structures

Jazyk

en

Originální abstrakt

The article deals with joints between precast segments of slender bridge structures. These structures are frequently constructed by precast segments because of the possibility of their construction independently from the existing terrain. The joints being the source of discontinuities of these structures, attention must be paid to their detailed analysis. The service life of the joints can be critical in terms of the service life of the whole structure. Therefore, an experiment was designed to investigate the behaviour of the joints in the service life of the structure. The experiment provided important insights applicable to the numerical modelling of structures such as stress ribbon structures or suspension structures consisting of precast segments.

Anglický abstrakt

The article deals with joints between precast segments of slender bridge structures. These structures are frequently constructed by precast segments because of the possibility of their construction independently from the existing terrain. The joints being the source of discontinuities of these structures, attention must be paid to their detailed analysis. The service life of the joints can be critical in terms of the service life of the whole structure. Therefore, an experiment was designed to investigate the behaviour of the joints in the service life of the structure. The experiment provided important insights applicable to the numerical modelling of structures such as stress ribbon structures or suspension structures consisting of precast segments.

Dokumenty

BibTex 


@inproceedings{BUT179755,
  author="Marek {Velešík} and Radim {Nečas} and Michal {Požár} and Jiří {Strnad}",
  title="Joints between precast segments of slender bridge structures",
  annote="The article deals with joints between precast segments of slender bridge structures. These structures are frequently constructed by precast segments because of the possibility of their construction independently from the existing terrain. The joints being the source of discontinuities of these structures, attention must be paid to their detailed analysis. The service life of the joints can be critical in terms of the service life of the whole structure. Therefore, an experiment was designed to investigate the behaviour of the joints in the service life of the structure. The experiment provided important insights applicable to the numerical modelling of structures such as stress ribbon structures or suspension structures consisting of precast segments.",
  address="nbi media",
  booktitle="13th Central European Congress on Concrete Engineering CCC 2022",
  chapter="179755",
  edition="Next Generation of Concrete Engineering for Post-Pandemic Europe",
  howpublished="online",
  institution="nbi media",
  year="2022",
  month="september",
  pages="407--415",
  publisher="nbi media"
}