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Keyword [Flexural behaviour]
Result: 1 - 20 | Page: 1 of 2
1.
Study On Flexural Behaviour Of Aluminium Alloy SHS Tubular Beams With Openings
2.
Calculation Methods For Bond And Beam Flexure Of Rebarsteel Fibre&Nanosized Materials Reinforced Concrete
3.
Experimental Investigation Of Fibre Distribution And Fracture On Aligned Steel Fibre Reinforced Cement-based Composites
4.
Test Study And Analysis On Flexural Behaviour Of Steel Reinforced Concrete Beams With Discontinuous Top Flange And Filled With DCLs And FC
5.
Flexural Behaviour And Fire Resistance Of Composite Beams With Ushaped Steel Girder And Angle Connectors
6.
Study On The Flexural Behaviour Of Hybrid BFRP/Steel Reinforced Concrete Beams
7.
Research On Shear And Flexural Behaviour Of Prestressed Concrete Pipe Pile With Hybrid Reinforcement
8.
Flexural Behaviour Of Steel Fiber-Reinforced Recycled Aggregate Concrete Beams Reinforced With BFRP Rebars
9.
Numerical Analysis Of Flexural Behaviour Of Concrete Beams With Hybrid FRP-steel Reinforcement
10.
Axial and flexural behaviour of reinforced concrete-filled FRP tubes: Experimental and theoretical studies
11.
Flexural behaviour of partially bonded CFRP strengthened concrete T-beams
12.
Flexural behaviour of reinforced concrete beams strengthened with near surface mounted FRP bars
13.
Predictions of flexural behaviour of built-up cold-formed steel sections
14.
Monotonic and fatigue flexural behaviour of RC beams strengthened with prestressed NSM CFRP rods
15.
Fatigue flexural behaviour of corroded reinforced concrete beams repaired with CFRP sheets
16.
Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications
17.
Flexural behaviour of fibre reinforced polymer strengthened reinforced concrete beams at elevated temperatures
18.
An investigation into the flexural behaviour of GFRP reinforced concrete beams
19.
Flexural behaviour of sandwich panels composed of polyurethane core and GFRP skins and ribs
20.
Analysis of the flexural behaviour of a fibreglass composite seawall
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