FEM and experimental investigations of concrete temperature field in the massive stemwall of the bridge abutment - Publikacja - MOST Wiedzy

Twoje konto

zaloguj

Wyszukiwarka

FEM and experimental investigations of concrete temperature field in the massive stemwall of the bridge abutment

Abstrakt

The paper deals with the prediction of early-age concrete temperature of cast-in-place stemwall of the bridge abutment. The considered object is an arch bridge located in Gda´nsk. In the case of massive structures, it is particularly important to not exceed the temperature difference between the core and the concrete surface. Too high temperature gradient generates an increase in thermal stresses, what could be the reason of exceeding the tensile strength and as a consequence cracking occurrence. Therefore, the numerical simulations of concrete hardening were conducted using own codes of finite difference and finite elements method. Based on numerical results the project of monitoring system was developed. The concrete temperature of stemwall was registered during 12 days by using fifteen 1-wire digital sensors. The recorded thermal data are highly consistent with FE results, which confirms the accuracy of the finite element model. The conducted calculations and in-situ measurements allowed to determine guidelines for proper curing of massive abutment’s wall.

Cytowania

  • 1 0

    CrossRef

  • 0

    Web of Science

  • 1 1

    Scopus

Autorzy (2)

Cytuj jako

Pełna treść

pobierz publikację
pobrano 52 razy
Wersja publikacji
Accepted albo Published Version
DOI:
Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.1016/j.conbuildmat.2022.128565
Licencja
Creative Commons: CC-BY-NC-ND otwiera się w nowej karcie

Słowa kluczowe

Informacje szczegółowe

Kategoria:
Publikacja w czasopiśmie
Typ:
artykuły w czasopismach
Opublikowano w:
CONSTRUCTION AND BUILDING MATERIALS nr 347,
ISSN: 0950-0618
Język:
angielski
Rok wydania:
2022
Opis bibliograficzny:
Kuryłowicz-Cudowska A., Wilde K.: FEM and experimental investigations of concrete temperature field in the massive stemwall of the bridge abutment// CONSTRUCTION AND BUILDING MATERIALS -Vol. 347, (2022), s.128565-
DOI:
Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.1016/j.conbuildmat.2022.128565
Źródła finansowania:
  • Publikacja bezkosztowa
Weryfikacja:
Politechnika Gdańska

wyświetlono 133 razy

Publikacje, które mogą cię zainteresować

Determination of Thermophysical Parameters Involved in The Numerical Model to Predict the Temperature Field of Cast-In-Place Concrete Bridge Deck

2019

Prediction of cast-in-place concrete strength of the extradosed bridge deck based on temperature monitoring and numerical simulations

2020

Numerical modeling of GPR field in damage detection of a reinforced concrete footbridge

2016

Numerical simulation of hardening of concrete plate

2018
Meta Tagi