MEMBRANE ACTION IN PLAIN CONCRETE SLABS UNDER CONCENTRATED LOADING

In certain circumstances, the elimination of steel bar reinforcement from concrete slab construction is made possible by the presence of compressive membrane action. Design practice cannot conveniently take advantage of this, because rigorous strength calculations are not straightforward. A direct method of calculating, by hand, a suitable load capacity has been developed which provides a load improvement factor to be applied to the pure flexure ultimate load. Such a method is unsatisfatory for plain (ie unreinforced) concrete slabs. This paper shows how the method can be employed for calculations on plain concrete bridge deck slabs and compares the results with laboratory experiments. (A)

• Corporate Authors:

  Thomas Telford Limited

  London,   United Kingdom 
• Authors:
  • Eyre, J R
• Conference:
  • PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS: STRUCTURES AND BUILDINGS
• Publication Date: 2000-8

Language

• English

Media Info

• Features: References;
• Pagination: p. 207-17
• Serial:
  • Volume: 140
  • Issue Number: 3

Subject/Index Terms

• TRT Terms: Bearing capacity; Reinforced concrete; Slabs; Steel
• Uncontrolled Terms: Membranes
• Old TRIS Terms: Membranes (Biology)
• ITRD Terms: 3085: Bearing capacity; 4525: Membrane; 4794: Reinforced concrete; 3491: Slab; 4542: Steel
• Subject Areas: Bridges and other structures; Materials;

Filing Info

• Accession Number: 00796614
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD
• Created Date: Aug 2 2000 12:00AM