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The beams were strengthened with normal modulus (NM), high modulus (HM) and ultra-high modulus (UHM) laminates.
This paper studies the elastic behavior of steel beams strengthened with normal, high and ultra-high modulus CFRP laminates using bonded and un-bonded systems.
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These relationships are strengthened with abnormal PI PII < 1.4) but not with normal PI PII ≥ 1.4).
In addition, these relationships seem to be strengthened with abnormal PI (PI <1.4) but not with normal PI (PI ≥1.4).
This paper presents an integrated closed-form solution for obtaining the interfacial shear and normal stresses in steel beams strengthened with a CFRP plate.
Although the flexural failure mode in an RC beam strengthened with FRP in flexure shows much reduced ductility compared to a normal RC beam, it is still a more ductile mode than shear failure.
A nonlinear analytical model is presented and used to determine the interfacial shear and normal stresses at the FRP/concrete interface for RC beams externally strengthened with CFRP sheets.
This paper presents experimental research on structural behaviour of normal and recycled aggregate concrete filled steel tube (RACFT) columns externally strengthened with carbon fibre reinforced polymer (CFRP) sheets and subjected to axial loading.
Normal concrete BCJs having deficiencies in resisting the seismic action were cast, strengthened with a thin layer of UHPFRC, and tested under seismic loading.
This study covered the fatigue performance of steel plates strengthened with two configurations of composite materials of different tensile stiffness (high modulus CFRP sheets, and normal modulus CFRP plates).
Experimental work included specimens strengthened with steel-casing, compared with those strengthened with angles and strips.
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