Results 131 to 140 of about 37,069 (262)
To study the mechanical properties of the steel-concrete composite section between steel box girders and steel-ultra-high performance concrete (UHPC) composite girders, the Guanyinsi Yangtze River Bridge with a main span of 1 160 m was used as the ...
LI Qiu +5 more
doaj +1 more source
The Mechanical Properties of High Strength Concrete for Box Girder Bridge Deck in Malaysia
This paper presents an experimental investigation of the mechanical properties of high strength concrete for box girder bridge deck in Malaysia. To study the Malaysia condition, high strength concrete samples were obtained from a Malaysian precast ...
Suhatril, Meldi +2 more
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Behaviour and analysis of a reinforced concrete box girder bridge
Note:This study was aimed at investigating the strength and deformational behaviour of a reinforced concrete box girder bridge under symmetrical and unsymmetrical loading conditions.
Soliman, Mohamed Ibrahem
core
Computational analysis of curved prestressed concrete box-girder bridges using finite element method. [PDF]
Ojha S, Pal P, Mehta PK.
europepmc +1 more source
Objective As an innovative steel-concrete composite structure, the corrugated steel web (CSW) composite box girder boasts broad application prospects in bridge engineering. The synergistic interaction between corrugated steel webs and the upper and lower
WANG Binbin, CHEN Zhe, WU Lili
doaj
Reducing low-frequency noise radiation from a concrete box girder bridge using acoustic short circuits. [PDF]
He Y, Wang X, Yao Y, Sheng X.
europepmc +1 more source
Long-term Deformations in Prestressed Concrete Box Girder Bridges
Long-span prestressed concrete box girder bridges are very sensitive to creep and shrinkage which may induce large deflection effects. Designers tend to rely on the simplified procedures contained in codes of practice for the estimation of service load ...
Doan, Trung Van
core
A study on refined curing control of precast segmental concrete for prefabricated railway bridges. [PDF]
He R, Zhang K, He W.
europepmc +1 more source

