Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Ane de Boer"'
Publikováno v:
Frontiers in Built Environment, Vol 5 (2019)
Proof load testing of existing reinforced concrete bridges is becoming increasingly important as the current bridge stock is aging. In a proof load test, a load that corresponds to the factored live load is applied to a bridge structure, to directly
Externí odkaz:
https://doaj.org/article/a4bb40143c044e2493c9eed560605a2e
Publikováno v:
Frontiers in Built Environment, Vol 5 (2019)
Existing bridges with large uncertainties can be assessed with a proof load test. In a proof load test, a load representative of the factored live load is applied to the bridge at the critical position. If the bridge can carry this load without distr
Externí odkaz:
https://doaj.org/article/51bc2e81696547c39232a5a6a9cbc83b
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031325182
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a23a8e6dfa999fe6cbb946720f263967
https://doi.org/10.1007/978-3-031-32519-9_169
https://doi.org/10.1007/978-3-031-32519-9_169
Publikováno v:
Computational Modelling of Concrete and Concrete Structures ISBN: 9781003316404
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d27d1fc967dce6cfebcbd612f37f1732
https://doi.org/10.1201/9781003316404-85
https://doi.org/10.1201/9781003316404-85
Publikováno v:
Structural Concrete. 20:1109-1122
Publikováno v:
Structural Engineering International, 31(2)
A recent contest of shear tests modelling was carried out in 2019. Teams from universities and consultancies around Europe were invited to predict the shear capacity of two reinforced concrete beams. The basics of the numerical models were to be set
Publikováno v:
IABSE Congress Reports.
In this paper we present weight measurements of urban heavy traffic comparing two different Weigh In Motion (WIM) systems. One is a WIM-ROAD system using Lineas quartz pressure sensors in the road surface. The other is a WIM-BRIDGE system using optic
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE EFFECT OF SIZE IN POST-TENSIONED CONCRETE DECK SLABS
Publikováno v:
Proceedings of International Structural Engineering and Construction. 7
It is widely known that as the structure of the size increases, its nominal strength decreases. In this paper, the effect of size on punching shear has been quantified for transversely post-tensioned deck slabs cast between flanges of precast concret
Publikováno v:
Engineering Structures, 148
Proof load testing is part of the engineering practice, and can be particularly useful for the rating of existing bridges. This paper addresses how reliability-based concepts can be used in combination with proof load testing, and discusses how this
Publikováno v:
Engineering Structures, 148
Existing reinforced concrete solid slab bridges in the Netherlands are re-assessed for shear based on a Unity Check: the ratio of the shear stress caused by the applied loads to the shear capacity of the concrete cross-section. The governing shear st