Results 121 to 130 of about 316 (185)

Preparation and Performance Study of Ultraviolet-Responsive Self-Healing Epoxy Asphalt. [PDF]

Materials (Basel)
Wang J, Wang M, Xu S, Zhang F.
europepmc   +1 more source

Dynamic and quasi static stiffness characterization of a lamination stack of an electric motor. [PDF]

Heliyon
Szabó V, Vehovszky B, Gazdagh ZG.
europepmc   +1 more source

Prediction of buckling damage of steel equal angle structural members using hybrid machine learning techniques. [PDF]

Sci Rep
Ho NX, Le TT, Dinh TH, Nguyen VH.
europepmc   +1 more source

Bending Fatigue Properties of Ultra-High Toughness Cementitious Composite (UHTCC). [PDF]

Materials (Basel)
Wang P, Huang K, Shen G, Miao Y, Wu J.
europepmc   +1 more source

Truss structure optimization of heavy-duty escalators via finite element analysis. [PDF]

PLoS One
Tang Z, Li N, Zhao X, Lin S, Yin Z, Yan M.   +5 more
europepmc   +1 more source

Numerical Investigation on the Structural Behavior of a Short-Span Cable-Stayed Bridge with Steel and CFRP Hybrid Cables. [PDF]

Materials (Basel)
Lu C, Wang X, Ning Y, Wen K, Wang Q.
europepmc   +1 more source

Conceptual Design of a Hybrid Composite to Metal Joint for Naval Vessels Applications. [PDF]

Materials (Basel)
Cheung MC, Djordjevic N, Worrall C, Vignjevic R, Kazilas M, Hughes K.   +5 more
europepmc   +1 more source

Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks

, 2014
openaire   +1 more source

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Evaluation on root-deck fatigue of orthotropic steel bridge deck

Journal of Constructional Steel Research, 2013
Abstract Orthotropic steel decks are widely used in cable-supported bridges. The fatigue cracks in trough-deck welded joints have been detected in some bridges in China. In this paper, the finite element method (FEM) is applied to evaluate fatigue durability of the root-deck fatigue in the trough-deck welded joints over the diaphragms.
, Ji Bohai
exaly   +2 more sources

Refurbishment of orthotropic steel decks with steel plates

IABSE Congress Reports, 2021
<p>A common problem in steel bridges is fatigue of orthotropic decks due to heavy traffic demands. Whilst replacing the asphalt with a high strength concrete overlay can solve this problem, it imposes significant additional self-weight. This additional self-weight often requires strengthening of the superstructure which in turn can result in long
Maarten Rikken, Daan Tjepkema, Rupert Gibson, David Gration   +3 more
openaire   +1 more source