Push out test - Globe Thesis

Keyword [Push out test] Result: 101 - 120 \| Page: 6 of 9
101.	Experimental Study And Finite Element Analysis Of The Shear Transfer Behavior Of Corrugated Steel Plate Concrete Composite Members With Studs
102.	Study On Anti-shear Performance Of GFRP-concrete Combination Structure Connected By Open-hole Plate
103.	Study On Mechanical Behavior And Computational Method Of Shear Connections Of FRP Profile-concrete Composite Beams
104.	Study On Bond-slip Behavior Between Section Steel And Recycled Aggregate Concrete
105.	Performance Study On Stud Connectors Of Prefabricated Steel-concrete Structure Under Combined Tension And Shear Loads
106.	Push-out Tests On Stud Shear Connectors Of Corrugated Steel-concrete Composite Bridge Deck
107.	Research On Shear Behavior Of Stud Connectors In Steel-Concrete Composite Structure
108.	Study On Shear Performance Of A New Type Of Steel-concrete Dismountable Bolt Connector
109.	Experimental Study On The Shear Resistance Of The Interface Between Grooved UHPC Precast Beam And Cast-In-Place Concrete Bridge Deck
110.	Experimental Study On The Interface Shear Behavior Of Precast UHPC Composite Beam With Shear Pocket
111.	Reseach On The Bond Slip Behavior Of Concrete Filled Square GFRP Columns
112.	Study On Mechanical Behavior Of Stud Shear Connectors Of Double Steel Plates And Concrete Composite Shear Wall At Ambient Temperature And After Fire
113.	Experimental Study On Shear Resistance Of Composite PBL Connector
114.	Experimental Study On Mechanical Properties Of Corrugated Steel Plate And Rubber Concrete Composite Deck
115.	Research On Mechanical Performance Of Steel-UHPC Composite Beams In Negative Bending Moment Area
116.	Study On The Performance Of Bond-Slip Between Steel Shape And Concrete In CFSST Structures
117.	Research On Flexural Performance Of Detachable Open Round Steel Tube Connector And Its Assembled Steel-concrete Composite Beam
118.	Study On Mechanical Performence Of HSP+studs Shear Connector In Glulam-UHPC Composite Beam
119.	Push Out Performance Of Novel Shear Connectors For Timber-concrete Composite Beams
120.	Research On Shear Behavior Of Bearing-Shear Connector In Prefabricated Steel-Concrete Composite Beam
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