Inflation Forming of Steel Fiber-Reinforced Concrete Domes.

Abstract

Inflation forming steel fiber-reinforced concrete shell structures suitable for shelters and fortification is shown to be a viable construction method. The technique of construction is based on experience gained building a series of 9-foot diameter domes of variable thicknesses. The preliminary stress analysis for a 28-foot diameter dome of variable thickness using a finite element method shows that the steel-fiber concrete is not highly stressed for the loads and boundary conditions investigated. The buckling analysis was not completed in time to be included in this report: preliminary values are presented.

Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1974
Accession Number
ADA005046

Entities

People

  • Gordon B. Batson

Organizations

  • Construction Engineering Research Laboratory

Tags

DTIC Thesaurus Topics

  • Boundaries
  • Buckling
  • Concrete
  • Construction
  • Construction Materials
  • Diameters
  • Embankments
  • Finite Element Analysis
  • Fortifications
  • Masonry
  • Mathematics
  • Physical Properties
  • Reinforced Concrete
  • Stress Analysis
  • Stresses
  • Thickness

Fields of Study

  • Engineering

Readers

  • Explosive Engineering.
  • Pavement Materials Engineering.
  • Structural Dynamics.