Browsing by Author "df05bc58-dc88-4954-8174-125c1de6cdb6"
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Flexural behavior of beams with confinement
(1995)The principal aim of this paper is to examine, both theoretically and experimentally, the flexural behavior of structural concrete beams in which confinement stirrups have been introduced into the compression regions. The ... -
Prevention of diagonal tension failures in beams using a flexure—shear interaction approach
(Thomas Telford Ltd, 1999)The development of a flexure–shear interaction design model for the prevention of the diagonal tension failure in beams is described in this paper. The model is based on the understanding that failure of structural concrete ... -
Proposed changes to flexural design in BS 8110 to allow over-reinforced sections to fail in a ductile manner
(Thomas Telford Ltd, 2000)The provisions for flexural design contained in BS 8110 have been reviewed in the context of introducing improvements in the level of ductility that can be achieved in structural concrete sections. Increased ductility will ... -
Shear and flexural strengths resulting from confinement of the compression regions in circular section structural concrete beams
(Thomas Telford Ltd, 1993)This paper examines the effect of confinement of the compression regions on the behaviour of structural concrete beams with circular cross-sections. The programme of experimental work included eight 200 mm diameter beams ... -
Strengthening reinforced concrete girders with ‘n’and ‘T’cross-sections
(Thomas Telford Ltd, 2000)The main aim of the programme of research described in this paper is the experimental validation of a design approach which is being put forward for the strengthening of reinforced concrete beams with channel (‘n’) and tee ...