The interfacial bond relationship between carbon fiber reinforced polymer (CFRP) sheets
and concrete beams was developed based on single-lap shear tests on concrete blocks …

There has been a limited number of studies about the flexural behavior of unbonded post-
tensioned concrete (UPC) beams strengthened with carbon fibre reinforced polymer (CFRP) …

Dapped-end beams (DEBs) are frequently used in precast concrete structures in order to
facilitate the construction procedures. However, premature failure is most likely to happen at …

This paper presents the experimental findings for different strengthening techniques applied
on defected reinforced-concrete cantilever slabs to restore lost flexural capacities owing to …

Inserted rings are considered as a crucial element of onshore wind turbine foundations to
resist uplift and compressive forces at the interface of the steel towers and concrete …

This paper presents a study on flexural behavior of unbonded post-tensioned concrete T-
beams (UPC) externally strengthened by CFRP sheets under static loading with or without …

The structural performance and durability of reinforced concrete (RC) dapped‐end beams
may be significantly threated by the effects of deterioration and environmental actions …

Prestressed concrete double-Tee (PCDT) members are widely used in short-to-medium
span structures, such as bridges, parking structures, industrial plants and warehouses. To …

In recent decades, the application of carbon fiber reinforced polymer (CFRP) composites for
the strengthening and rehabilitation of reinforced concrete (RC) structures has emerged as a …