Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory : [technical summary].

Details

• Creators:
  Abouelleil, AlaaEldin ; Rasheed, Hayder
• Corporate Creators:
  Kansas State University. Transportation Center
• Subject/TRT Terms:
  • Columns
  • Bridge piers
  • Shear strength
  • Bearing capacity
  • Compression tests
  • Evaluation
  • Literature reviews
• Publication/ Report Number:
  K-TRAN: KSU-14-4
• Resource Type:
  Brief
• Geographical Coverage:
  Kansas
• Corporate Publisher:
  Kansas. Dept. of Transportation. Bureau of Research
• Abstract:
  Even though the behavior of concrete elements subjected to shear force has been ; studied for many years, researchers do not have a full agreement on concrete ; shear resistance. This is mainly because of the many different mechanisms ; that affect the shear transfer process of concrete, such as aggregate interlock, ; interface shear transfer across cracks, shear transfer in compression zone, dowel ; action, and residual tensile stresses normal to cracks. However, researchers ; agree that aggregate interlock and shear transfer in compression zone are the key ; components to understanding concrete behavior under full field shear, flexural, ; and axial stresses.
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/29307/dot_29307_DS1.pdf
• File Type:
  [PDF - 385.50 KB]
• Collection(s):
  University Transportation Centers ; US Transportation Collection
• Main Document Checksum:
  urn:sha256:7c85737478d0001f8ef6b0c33d17d1ae4cb3b0cc04435bb22ea5d65916c9d3c0