Accession Number:

ADP005320

Title:

Effects of Stirrup Details on Load-Response Behavior of Slabs,

Descriptive Note:

Corporate Author:

ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS

Personal Author(s):

Report Date:

1986-08-01

Pagination or Media Count:

14.0

Abstract:

Ten one-way reinforced concrete slabs were tested, primarily to investigate the effects of shear stirrups and stirrup details on the load-response behavior of the slabs. The slabs were rigidly restrained at the supports and were loaded with a uniformly distributed pressure. Support rotations between 13 and 21 degrees were observed. The test series was unique due to the uniform loading and the large support rotations experienced for the conventionally reinforced concrete one-way slabs. The results of these tests indicate that criteria on shear reinforcement found in current blast-resistant design manuals are overly conservative.

Subject Categories:

  • Construction Equipment, Materials and Supplies
  • Structural Engineering and Building Technology
  • Mechanics

Distribution Statement:

APPROVED FOR PUBLIC RELEASE