Detail publikace

TIME-DEPENDENT ANALYSIS OF BRIDGES FROM HIGH-STRENGTH CONCRETE WITH COMPOSITE DECK SLAB

STRÁSKÝ, J. ZICH, M.

Originální název

TIME-DEPENDENT ANALYSIS OF BRIDGES FROM HIGH-STRENGTH CONCRETE WITH COMPOSITE DECK SLAB

Typ

kapitola v knize

Jazyk

angličtina

Originální abstrakt

Composite structures are subjected to a wide range of loading conditions. Significant redistribution of internal forces and varying deflections caused by creep and shrinkage has to be taken into account at design and should be analysed. Highway bridge D211 is a composite structure constructed from concrete elements of various ages and different material properties, i.e. precast girders from high-strength concrete (C90/105, C60/75), which are combined, of about 4 months delay, with cast in situ reinforced concrete slab (C55/67). The bridge sections are thus formed by the slab and girders of different dimensions. The different dimensions of the cross-sectioned members result in irregular drying of the section and by that also in irregular shrinkage of the individual parts.

Klíčová slova

concrete, bridges, TIME-DEPENDENT ANALYSIS

Autoři

STRÁSKÝ, J.; ZICH, M.

Vydáno

1. 4. 2006

Nakladatel

Nakladatelství ČVUT

Místo

Praha

ISBN

80-01-03631-6

Kniha

Technical Sheets 2005 Volume 2: Technical Sheets of Results

Edice

CIDEAS

Číslo edice

1

Strany od

1

Strany do

2

Strany počet

2

BibTex

@inbook{BUT55854,
  author="Jiří {Stráský} and Miloš {Zich}",
  title="TIME-DEPENDENT ANALYSIS OF BRIDGES FROM HIGH-STRENGTH CONCRETE WITH COMPOSITE DECK SLAB",
  booktitle="Technical Sheets 2005 Volume 2: Technical Sheets of Results",
  year="2006",
  publisher="Nakladatelství ČVUT",
  address="Praha",
  series="CIDEAS",
  edition="1",
  pages="1--2",
  isbn="80-01-03631-6"
}