Fatigue Analysis of FRP Strengthened RC Slabs Reinforced with Plain Bars Under Moving Load

Facing the Challenges in Structural Engineering - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61914-9_32 ◽

2017 ◽

pp. 419-430

Author(s):

Ahmed Attia M. Drar ◽

Takashi Matsumoto

Keyword(s):

Moving Load ◽

Fatigue Analysis ◽

Rc Slabs ◽

Plain Bars

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Fatigue Analysis of RC Slabs Reinforced with Plain Bars Based on the Bridging Stress Degradation Concept

Journal of Advanced Concrete Technology ◽

10.3151/jact.14.21 ◽

2016 ◽

Vol 14 (1) ◽

pp. 21-34 ◽

Cited By ~ 4

Author(s):

Ahmed Attia M. Drar ◽

Takashi Matsumoto

Keyword(s):

Fatigue Analysis ◽

Stress Degradation ◽

Rc Slabs ◽

Plain Bars

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Fatigue Analysis of RC Slabs and Repaired RC Slabs Based on Crack Bridging Degradation Concept

Journal of Structural Engineering ◽

10.1061/(asce)0733-9445(2006)132:6(939) ◽

2006 ◽

Vol 132 (6) ◽

pp. 939-948 ◽

Cited By ~ 13

Author(s):

Peerapong Suthiwarapirak ◽

Takashi Matsumoto

Keyword(s):

Fatigue Analysis ◽

Crack Bridging ◽

Rc Slabs

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Moving Load and Fatigue Analysis of a Long Span High Speed Railway Bridge

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.629.403 ◽

2012 ◽

Vol 629 ◽

pp. 403-408 ◽

Cited By ~ 3

Author(s):

Alessio Pipinato

Keyword(s):

High Speed ◽

Moving Load ◽

Optimal Solution ◽

Fatigue Analysis ◽

Suspension Bridges ◽

Railway Bridge ◽

Structural Shape ◽

High Speed Railway ◽

Long Span Bridges ◽

Long Span

Long span bridges, as cable-stayed and suspension bridges, have gained much popularity in recent decades for their structural shape, efficient use of materials and other optimal solution. A new phase is starting with main span lengths going over thousands of meter. As a matter of fact, small size substructures are required, the development of efficient construction techniques are growing on and faster progress in the FEM and design are evident. Ever since the dramatic collapse of the first examples of such long span structures, as the Tacoma Narrows Bridge in 1940, much attention has been given to the dynamic behavior of these structures. In this paper a moving load analysis performed on a cable stayed high speed railway bridge is presented together with a fatigue analysis of the cable stays, discussed according to the Italian code verification procedure.

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