TY - GEN
T1 - Begutachtung der historischen Lager des Chemnitzer Viadukts
AU - Mensinger, Martin
AU - Siebert, Dorina
AU - Schäfers, Michael
AU - Tutzer, Kurt
AU - Thomas, Nadine
AU - Gubetini, Drilon
AU - Heßeln, Karsten
N1 - Publisher Copyright:
© 2024 Ernst & Sohn GmbH.
PY - 2024/3
Y1 - 2024/3
N2 - Assessment of the historic bearings of the Chemnitz viaduct. The Chemnitz viaduct was built at the beginning of the 20th century and has been refurbished in recent years in line with its listed status. This required, among other things, an assessment of the reuse of the bearings consisting of individual cast components. The assessment included standard non-destructive and destructive testing as well as numerical calculations to verify the load-bearing capacity. As a novel addition, casting simulations, 3D scans of the bearings to record the actual condition and fracture mechanical investigations to assess the risk of brittle fracture and possible crack propagation were carried out. Among other things, difficult accessibility and complex load conditions posed a challenge. This paper presents the bearing concept and the methodology of the assessment and describes the individual components with the associated results. The extensive assessment allowed for the continued use of most of the bearing components.
AB - Assessment of the historic bearings of the Chemnitz viaduct. The Chemnitz viaduct was built at the beginning of the 20th century and has been refurbished in recent years in line with its listed status. This required, among other things, an assessment of the reuse of the bearings consisting of individual cast components. The assessment included standard non-destructive and destructive testing as well as numerical calculations to verify the load-bearing capacity. As a novel addition, casting simulations, 3D scans of the bearings to record the actual condition and fracture mechanical investigations to assess the risk of brittle fracture and possible crack propagation were carried out. Among other things, difficult accessibility and complex load conditions posed a challenge. This paper presents the bearing concept and the methodology of the assessment and describes the individual components with the associated results. The extensive assessment allowed for the continued use of most of the bearing components.
KW - cast components
KW - casting simulation
KW - component recording with 3D scan
KW - crack propagation calculation
KW - destructive testing
KW - fracture mechanical investigations
KW - historical bridge bearings
KW - non-destructive testing
KW - structural recalculation
KW - verification against brittle fracture
UR - http://www.scopus.com/inward/record.url?scp=85187869980&partnerID=8YFLogxK
U2 - 10.1002/stab.202300092
DO - 10.1002/stab.202300092
M3 - Artikel
AN - SCOPUS:85187869980
SN - 0038-9145
VL - 93
SP - 155
EP - 165
JO - Stahlbau
JF - Stahlbau
ER -