Dissipate and Recentre (D&R) experimental campaign on real scale GFRP composite frame structures: data set. [PDF]
Open Res EurGonilha J +5 more
europepmc +1 more source
SQUIRREL: Balancing design automation and user interaction in a computational tool for designing segmented concrete shells. [PDF]
Int J Archit ComputCosta E, Oval R, Orr J, Shepherd P.
europepmc +1 more source
4D-Printed Elution-Peak-Guided Dual-Responsive Monolithic Packing for the Solid-Phase Extraction of Metal Ions. [PDF]
Anal ChemTsai WH, Su CK.
europepmc +1 more source
Evolution characteristics and performance evaluation of extended end-plate joints with single and double side connections under cyclic loading. [PDF]
HeliyonLuo L, Sun H, Lu S, Li X, Yuan H.
europepmc +1 more source
Behavior of bolted shear connectors for demountable and reusable UHPC-formed composite beams
, 2023 openaire +1 more source
Development of novel demountable shear connectors for precast steel-concrete composite bridges. [PDF]
Two novel demountable shear connectors for precast steel-concrete composite bridges are presented. The connectors use high-strength steel bolts, which are fastened to the steel beam with the aid of a special locking configuration that prevents slip of bolts within their holes.
openaire
Static and fatigue tests for hybrid welded-bolted demountable shear connectors
J. He +4 more
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Structural Behavior of Steel-Concrete Composite Girders Composed of Demountable Shear Connectors
KSCE Journal of Civil EngineeringDae-Sung Jung +3 more
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ABSTRACTComposite steel‐concrete beams are being used increasingly in construction due to its benefits over beams consisting of the steel component alone. Composite steel‐concrete beams comprise of a steel component which is under tension and a concrete component which is under compression.
Ee Loon Tan
exaly +2 more sources