Results 91 to 100 of about 44,101 (202)

A confinement model for FRP-confined normal and high-strength concrete in square and rectangular sections

open access: yes, 2013
The confinement of concrete with fiber reinforced polymer (FRP) composites can significantly enhance its strength and deformability. However, the effectiveness of FRP confinement on square and rectangular concrete sections, in which the concrete is non ...
Lim, J., Ozbakkaloglu, T.
core  

Anchorage of web-bonded CFRP retrofitting on RC joints with variable column & beam widths and with cross-beams present

open access: yes, 2013
One increasingly accepted solution for retrofitting a structurally deficient reinforced concrete (RC) joint so as to avoid brittle joint core failure following an earthquake is the shifting of potential plastic hinge location away from the joint.
Mahini, Seyed S.   +5 more
core  

Warming accelerates Chinese fir root turnover and alters root production distribution in response to soil temperature and moisture. [PDF]

open access: yesNew Phytol
Jia L   +12 more
europepmc   +1 more source

Flexural Ductility and Strength in Hybrid FRP-Steel RC Beams. [PDF]

open access: yesMaterials (Basel)
Wu Y   +5 more
europepmc   +1 more source

Novelty FRP and TRM strengthening systems applied to stone masonry walls: Experimental programme presentation (I)

open access: yes, 2007
Publisher Copyright: © 2007 International Institute for FRP in Construction.The use of Fibber Reinforced Polymer (FRP) and Textile Reinforced Mortars (TRM) solutions is becoming a usual solution in the strengthening concrete and masonry structures ...
Marcos, I.   +5 more
core  

Circadian temperature compensation is intrinsically linked with metabolism and redox signaling. [PDF]

open access: yesNat Commun
Xu Y   +10 more
europepmc   +1 more source

Design of FRP retrofitted masonry under out-of-plane bending

open access: yes, 2009
The severity of damage possible in unreinforced brick masonry (hereafter termed ‘masonry’) construction subjected to high levels of out-of-plane loading has been well demonstrated in recent times.
Griffith, M., Willis, C., Ingham, J.
core  

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