Published May 21, 2010 | Version v1
Journal article

Control of Prestressing Force in Rod for Reducing Bending in Beams

Creators

  • 1. Department of Civil Engineering, Monash University, Clayton, Melbourne, 3800 (Australia)

Description

This paper presents a method to determine the prestressing force required in a rod for reducing the bending effects in a beam. The rod is positioned underneath the beam such that the prestressing force is counteracting the effects of beam bending. It has been found that the prestressing force may also increase the bending as a result of P-δ effect. Therefore, the choice of both the prestressing force and the rod eccentricity from the beam axis is important in determining the appropriate actions to resist the bending of the beam. Over-prestressing the rod may even induce bending or buckling failure in the beam in the reverse direction.

Additional details

Identifiers

Publishing Information

Journal Title
AIP Conference Proceedings
Journal Volume
1233
Journal Issue
1
Journal Page Range
p. 1351-1356
ISSN
0094-243X
CODEN
APCPCS

Conference

Title
2. international symposium on computational mechanics; 12. international conference on the enhancement and promotion of computational methods in engineering and science
Dates
30 Nov - 3 Dec 2009
Place
Hong Kong (Hong Kong)

INIS

Country of Publication
United States
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
41096503
Subject category
S36: MATERIALS SCIENCE;
Resource subtype / Literary indicator
Conference
Descriptors DEI
BUCKLING; CARBON FIBERS; COMPOSITE MATERIALS; DIFFERENTIAL EQUATIONS; REINFORCED MATERIALS
Descriptors DEC
EQUATIONS; FIBERS; MATERIALS

Optional Information

Notes
(c) 2010 American Institute of Physics