Results 31 to 40 of about 31,058 (251)
The use of carbon fiber reinforced polymer (CFRP) strands as prestressed reinforcement in prestressed concrete (PC) structures offers an effective solution to the corrosion issues associated with prestressed steel strands.
Hai-Tao Wang +5 more
doaj +1 more source
A utilização de sistemas de reforço tem se tornado uma solução comum para as inúmeras formas de degradação e deterioração dos elementos estruturais. Entre os diferentes tipos existentes, neste trabalho, certa ênfase foi dada às técnicas de encamisamento,
Iuri Fazolin Fraga +4 more
doaj +1 more source
Normal and oblique penetration of woven CFRP laminates by a high velocity steel sphere [PDF]
In this research, two thicknesses of a woven CFRP laminate have been subjected to impact by a steel sphere in a velocity regime ranging from 170 to 374 m/s.
Cooper, G. +4 more
core +1 more source
This study investigates the impact of acrylic- and epoxy-based adhesives on the mechanical performance of the joggle and single lap joints of CFRP-CFRP, aluminium-aluminium, and CFRP-aluminium.
Kosim Abdurohman +7 more
doaj +1 more source
Seismic strengthening of rigid steel frame with CFRP [PDF]
Steel frames are a very popular choice in building construction and are used extensively in high seismic risk regions across the world. These existing and future constructed steel frames may need to undergo seismic strengthening to mitigate the high ...
Tafsirojjaman, T. +3 more
core +1 more source
Numerical investigation of CFRP strengthened RHS members under cyclic loading [PDF]
Rectangular hollow section (RHS) steel members are commonly utilized in various mechanical and civil engineering applications, but they have shown to be quite vulnerable under cyclic loading. In both onshore and offshore infrastructure, steel members can
Tafsirojjaman, T. +3 more
core +1 more source
Bond Strength of composite CFRP reinforcing bars in timber
The use of near-surface mounted (NSM) fibre-reinforced polymer (FRP) bars is an interesting method for increasing the shear and flexural strength of existing timber members.
Luca Righetti +5 more
core +1 more source
Failure analysis of CFRP laminates subjected to Compression After Impact: FE simulation using discrete interface elements [PDF]
This paper presents a model for the numerical simulation of impact damage, permanent indentation and compression after impact (CAI) in CFRP laminates.
Bouvet, Christophe +2 more
core +1 more source
Study on the cyclic bending behaviour of CFRP strengthened full-scale CHS members [PDF]
Circular hollow steel (CHS) members have been regarded as structural elements of choice for use in civil infrastructure. Despite the risk of seismic damage of steel structures during an earthquake due to its cyclic characteristics, studies on the cyclic ...
Tafsirojjaman, T. +3 more
core +1 more source
Comparative Study of CFRP-Confined CFST Stub Columns under Axial Compression
This paper presented a comparative study of concrete-filled steel tubular (CFST) stub columns with three different confinement types from carbon fiber reinforced polymer (CFRP): outer circular CFRP, inner circular CFRP, and outer square CFRP.
Ying Guo, Yufen Zhang
doaj +1 more source

