Bond slip model in cylindrical reinforced concrete elements confined with stirrups
نویسندگان
چکیده
منابع مشابه
Confined precise removal of reinforced concrete
Decontamination and remote handled shredding of reinforced concrete is fundamental to the decommissioning process of nuclear installations. The main target is to select and remove the contaminated material and to return the remaining material to the regular recycling loop, since the contaminated material usually only provides for a fraction of the total mass. Various methods, which are continuo...
متن کاملAn Experimental Study on Effect of Steel Corrosion on the Bond–Slip Performance of Reinforced Concrete
This paper studied the effects of reinforcement corrosion on bond performance between rebar and concrete. Tests were carried out to evaluate the degradation of bond between reinforcing steel and concrete for different corrosion levels of reinforcing steel. A series of 20 specimens of different concrete strength with various reinforcing steel corrosion levels were designed and manufactured. Each...
متن کاملBond Deformability of Reinforced Concrete Members
The usual earthquake resistant design philosophy of ductile frame buildings allows the beams to form plastic hinges adjacent to beam-column connections. In order to carry out this design philosophy, the ultimate bond or shear strength of the beam should be greater than the flexural yielding force and should not degrade before reaching its required ductility. The behavior of RC members dominated...
متن کاملLinear genetic programming for shear strength prediction of reinforced concrete beams without stirrups
A new design equation is proposed for the prediction of shear strength of reinforced concrete (RC) beams without stirrups using an innovative linear genetic programming methodology. The shear strength was formulated in terms of several effective parameters such as shear span to depth ratio, concrete cylinder strength at date of testing, amount of longitudinal reinforcement, lever arm, and maxim...
متن کاملPrediction of shear strength of FRP-reinforced concrete beams without stirrups based on genetic programming
Article history: Received 31 December 2010 Received in revised form 9 February 2011 Accepted 14 February 2011 Available online 24 March 2011
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: International Journal of Advanced Structural Engineering
سال: 2015
ISSN: 2008-3556,2008-6695
DOI: 10.1007/s40091-015-0104-7