Load Distribution Characteristics of M-Beam Bridge Decks
Date published

N/A

First published: N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

Added to basket

Back to Previous

Load Distribution Characteristics of M-Beam Bridge Decks


The Structural Engineer
Load Distribution Characteristics of M-Beam Bridge Decks
Date published

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

First published

N/A

Buy Now

This paper is the result of a joint research project between the Department of the Environment (NI) Roads Service and the Department of Civil Engineering, Queen's University of Belfast. J. Kirkpatrick, Professor A.E. Long and A. Thompson

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 14

Related Resources & Events

The Structural Engineer
Post Yield Behaviour of Bonded, Prestressed Concrete Square Slabs Subjected to Concentrated Loading

Post Yield Behaviour of Bonded, Prestressed Concrete Square Slabs Subjected to Concentrated Loading

Ten simply supported 1.5 m square, under-reinforced, orthogonally prestressed concrete slabs have been tested to failure under centrally applied concentrated loading. Nominal concrete strength was 50 N/mm2. Steel ratio, platen size and average prestress were varied. Concrete strains, steel strains and slab deflections were measured during each test. H.0. Okafor and S.H. Perry

Price - £9