1887

oa Civil Engineer in South Africa - Model test of a skew bridge deck prestressed in two directions

 

Abstract

Many tests on reinforced concrete skew slabs have been reported and various methods of analysis have been put forward. However, little information is available on the test behaviour of skew slabs prestressed in two directions. To study the behaviour of a prestressed skew slab of uniform thickness a suitable slab model was designed and tested in the laboratory. This paper focuses on the serviceability and ultimate limit state performance of a two-way prestressed slab, gives some details of analysis and discusses the testing procedures proposed by CP 110 : Part 1 : 1972.

Loading

Article metrics loading...

/content/civeng1/22/7/EJC24818
1980-07-01
2016-12-05
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