Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Serviceability Assessment Based on Deflection Measurements
Abstract Service load deformations may cause deterioration of wearing surfaces and local cracking in concrete slabs and in metal bridges that could impair serviceability and durability, even if self-limiting and not a potential source of collapse. In most recent AASHTO specifications, although the criteria for deflection control are made optional at the discretion of bridge owners or designers, the deflection limitation provisions shall be considered mandatory for orthotropic decks, lightweight decks comprised of metal and concrete, such as filled and partially filled grid decks, and unfilled grid decks composite with reinforced concrete slabs.
Serviceability Assessment Based on Deflection Measurements
Abstract Service load deformations may cause deterioration of wearing surfaces and local cracking in concrete slabs and in metal bridges that could impair serviceability and durability, even if self-limiting and not a potential source of collapse. In most recent AASHTO specifications, although the criteria for deflection control are made optional at the discretion of bridge owners or designers, the deflection limitation provisions shall be considered mandatory for orthotropic decks, lightweight decks comprised of metal and concrete, such as filled and partially filled grid decks, and unfilled grid decks composite with reinforced concrete slabs.
Serviceability Assessment Based on Deflection Measurements
Deng, Yang (Autor:in) / Li, Aiqun (Autor:in)
20.12.2018
27 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Serviceability assessment for long‐span suspension bridge based on deflection measurements
Wiley | 2018
|Cumulative Deflection and Rigid Pavement Serviceability
NTIS | 1975
|Deflection Serviceability Design for Wood Members and Systems
British Library Conference Proceedings | 1996
|Deflection Control for Serviceability of Reinforced Concrete Floor Systems
British Library Conference Proceedings | 2006
|Shrinkage, Cracking and Deflection-the Serviceability of Concrete Structures
DOAJ | 2001
|