1887

oa Civil Engineering = Siviele Ingenieurswese - Evaluation of strength of precast reinforced concrete portal culverts

Volume 30, Issue 5
  • ISSN : 1021-2000

 

Abstract

Strength tests performed on three sizes of precast concrete portal culverts from two different manufacturers indicated that the SABS 0100 code requirements for shear strength for pinned support portal culverts were conservative. Some of the pinned support culverts exhibited adequate shear strength to meet the design requirements. Shear failures, however, were brittle and the results indicated that changes in detailing might be required.

Loading full text...

Full text loading...

Loading

Article metrics loading...

/content/civeng/30/5/AJA10212019_19136
1988-05-01
2017-11-24

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error