Stress at ultimate in unbonded tendons for ungrouted post-tensioned masonry beams

Accurate estimation of tendon stress is crucial for calculating the flexural capacity of post-tensioned masonry members. Tendon stresses in bonded elements may be calculated based on strain-compatibility. For unbonded tendons, stresses depend on the relative displacement between the tendon's an...

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Autores:

Tipo de recurso:

Fecha de publicación:

2017

Institución:

Universidad de Medellín

Repositorio:

Repositorio UDEM

Idioma:

eng

OAI Identifier:

oai:repository.udem.edu.co:11407/4325

Acceso en línea:

http://hdl.handle.net/11407/4325

Palabra clave:

Beams
Masonry
Posttensioning
Stress
Unbonded tendon
Finite element method
Masonry materials
Stresses
Accurate estimation
Beams
Masonry
Posttensioning
Relative displacement
Statistical evaluation
Strain compatibility
Unbonded tendons
Tendons

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http://purl.org/coar/access_right/c_16ec