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Concrete structures often serves under discontinuous fatigue loading.
In service mainsprings are subjected to low cycle fatigue loading.
Tension, compression, bending, torsion, impact, and fatigue loading are considered.
Moreover, these structures are often submitted to fatigue loading.
A constant amplitude fatigue loading was applied to all specimens.
This chapter focuses on the current state of fatigue loading.
No matrix cracks were observed prior to fatigue loading.
Both quasi-static and fatigue loading scenarios were investigated.
Subsequent specimens underwent cyclical fatigue loading.
The effect of fatigue loading was determined by comparing the performance of beams before and after fatigue loading.
Moreover, the concrete strength and fatigue loading amplitude have little effect on the effective bond length under fatigue loading.
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