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Truss Models for the Design of Reinforced Concrete Beams Subject to Biaxial Shear

Mark, P.

Spatial truss models are developed for the design of reinforced concrete beams subject to biaxial shear forces. They are derived from a resolution of the vector of the resultant shear force and applied to beams with rectangular cross sections. The models consist of tensile struts of stirrups and longitudinal bars, spatially inclined shear struts as well as compressive struts stiffening the stirrup corners. They are further elaborated to derive charts for the stirrup design. An example shows the practical application.

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Truss Models for the Design of Reinforced Concrete Beams Subject to Biaxial Shear

Mark, P.

Spatial truss models are developed for the design of reinforced concrete beams subject to biaxial shear forces. They are derived from a resolution of the vector of the resultant shear force and applied to beams with rectangular cross sections. The models consist of tensile struts of stirrups and longitudinal bars, spatially inclined shear struts as well as compressive struts stiffening the stirrup corners. They are further elaborated to derive charts for the stirrup design. An example shows the practical application.

Truss Models for the Design of Reinforced Concrete Beams Subject to Biaxial Shear

Mark, P.

Spatial truss models are developed for the design of reinforced concrete beams subject to biaxial shear forces. They are derived from a resolution of the vector of the resultant shear force and applied to beams with rectangular cross sections. The models consist of tensile struts of stirrups and longitudinal bars, spatially inclined shear struts as well as compressive struts stiffening the stirrup corners. They are further elaborated to derive charts for the stirrup design. An example shows the practical application.

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Title:

Truss Models for the Design of Reinforced Concrete Beams Subject to Biaxial Shear

Contributors:

Mark, P. (author)

Conference:

Structures Congress 2005 ; 2005 ; New York, New York, United States

Published in:

Structures Congress 2005 ; 1-10

Publication date:

2005-04-18

ISBN:

DOI:

https://doi.org/10.1061/40753(171)168

Type of media:

Conference paper

Type of material:

Electronic Resource

Language:

English

Keywords:

Reinforced concrete , Construction , Professional practice , Standards and codes , Constructability , Trusses , Bridges , Forensic engineering , Design , Building design , Concrete beams , Biaxial loads , Engineering education

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