Searched for: subject%3A%22Concrete%255C%2Bbridges%22
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document
Rozsas, A. (author), Slobbe, A. (author), Martini, G. (author), Jansen, R. (author)
This paper describes a static diagnostic load testing and measurement campaign of a reinforced concrete road bridge in Amsterdam. We consider 29 vertical translation sensors and 37 strain sensors. Multiple Bayesian parameter estima tions are performed to estimate two structural and two load parameters of a three-dimensional finite element (FE)...
article 2022
document
Vervuurt, A. (author), Courage, W. (author), Steenbergen, R. (author)
For the assessment of the in situ compressive strength in structures and precast concrete components EN 13791 applies. Among others, this standard may be adopted when doubt arises about the compressive strength in the structure. However, for assessing the structural safety of existing structures of many years of age, the method given in EN 13791...
conference paper 2013
document
Kaptijn, N. (author), Hageman, J.G. (author), Vervuurt, A.H.J.M. (author), Kuilboer, C.P.M. (author)
Steel post-tensioning systems and stay cables are susceptible to corrosion. Carbon fiber systems are not. However, there was no experience on the long term behavior of such post-tensioned elements. Four external tendons (75 m long), stressed to a load of 2650 kN, were applied in a large balanced cantilever bridge and monitored for over 10 years....
conference paper 2012
document
de Vries, J. (author), Polder, R.B. (author), TNO Bouw (author)
As part of the maintenance policy of the dutch Ministry of Transport, Civil Engineering Division, hydrophobic treatment of concrete was considered as an additional protective measure against penetration of aggressive substances, for instance deicing salts in bridge decks. A set of tests was designed to determine the performance of commercial...
article 1997
Searched for: subject%3A%22Concrete%255C%2Bbridges%22
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