SciELO - Scientific Electronic Library Online

 
vol.61 número1Infilling annual rainfall data using feedforward back-propagation Artificial Neural Networks (ANN): application of the standard and generalised back-propagation techniquesBackground to draft SANS 10160 (2009): part 4 seismic loading índice de autoresíndice de materiabúsqueda de artículos
Home Pagelista alfabética de revistas  

Servicios Personalizados

Articulo

Indicadores

Links relacionados

  • En proceso de indezaciónCitado por Google
  • En proceso de indezaciónSimilares en Google

Compartir


Journal of the South African Institution of Civil Engineering

versión On-line ISSN 2309-8775
versión impresa ISSN 1021-2019

Resumen

ZHOU, X; ZHANG, R; ZHANG, G  y  XIONG, R. A research study of the impact testing of stainless steel reinforced concrete piers with different reinforcement ratios. J. S. Afr. Inst. Civ. Eng. [online]. 2019, vol.61, n.1, pp.10-25. ISSN 2309-8775.  http://dx.doi.org/10.17159/2309-8775/2019/v61n1a2.

In this study, a domestically advanced super-high heavy-hammer impact test machine system was used to perform horizontal impact tests on five 1/5 reduced scale models of stainless steel reinforced concrete piers with different ratios of longitudinal reinforcements. The impact velocity and force of the ship model, displacement of the specimen measurement point, reinforcement strain, cracks, and ultrasonic velocity data during the impact process were collected and analysed. The results showed that, under these test conditions, the increase of reinforcement ratio can improve the lateral impact resistance of reinforced concrete piers to a certain extent.

Palabras clave : reinforcement ratio; pier; stainless steel; lateral impact; impact property.

        · texto en Inglés     · Inglés ( pdf )

 

Creative Commons License Todo el contenido de esta revista, excepto dónde está identificado, está bajo una Licencia Creative Commons