A comprehensive literature review on the fatigue performance of Reinforced Concrete (RC)
beams strengthened using Fiber Reinforced Polymers (FRP) reinforcement is presented in …

For interfaces between externally bonded fiber-reinforced polymer (FRP) laminates and
concrete, the incremental fatigue analysis for each load cycle using a finite-element (FE) …

The cohesive stress transfer during the sub-critical crack growth associated with the
debonding of FRP from concrete under fatigue loading is experimentally investigated using …

This paper presents a new approach to estimate the fatigue life of metallic details retrofitted
with bonded CFRP patch. Existing phenomenological and analytical methods to predict the …

This paper reports an experimental study on the fatigue behavior of bonded interfaces
between carbon fiber reinforced polymer (CFRP) plates and steel plates. A total of 20 single …

Wrapped composite joint is a novel joining technology which connects steel hollow sections
through bonding, completely avoiding the welding in the load transferring mechanism …

This paper presents recent developments in long-term behavior of fiber reinforced polymer
(FRP) composites and FRP-strengthened concrete beams with special emphasis on the …

In this paper we introduce a thermodynamically consistent bond-interface pressure-sensitive
damage model with cumulative sliding strain measure as a fundamental source of fatigue …

Basalt fiber-reinforced polymer (BFRP) retrofitted concrete structures are often exposed to
harsh marine environments, such as temperature variations and wet-dry cycles. The fatigue …

Abstract Externally bonded Fiber Reinforced Polymer (FRP) strengthening has been proven
to be an efficient and reliable method for structural strengthening of reinforced concrete (RC) …