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Erschienen in:
Introduction Kapitel lesen Erstes Kapitel lesen

2019 | OriginalPaper | Buchkapitel

5. Flexural Strength Prediction of Unbonded Post-tensioned Masonry Walls

verfasst von : Dr. Reza Hassanli

Erschienen in: Behavior of Unbounded Post- tensioned Masonry Walls

Verlag: Springer International Publishing

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Abstract

A design equation is developed in this chapter to predict the in-plane flexural strength of unbonded PT-MWs. Using well-validated finite element models, a parametric study is performed to investigate the effect of different parameters on the wall rotation and compression zone length, including axial stress ratio, length and height of the wall, initial to yield stress ratio of PT bars and spacing between PT bars.

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Vorheriges Kapitel Effect of Dimensions on the Compressive Strength of Concrete Masonry Prisms
Nächstes Kapitel Simplified Approach to Predict the Flexural Strength of Unbonded Post-tensioned Masonry Walls
Fußnoten
1
MAT_CONCRETE_DAMAGE_REL3.
 
2
MAT_PLASTIC_KINEMATIC.
 
3
AUTOMATIC_SURFACE_TO_SURFACE.
 
4
AUTOMATIC_NODE_TO_SURFACE.
 
5
BOUNDARY_PRESCRIBED_MOTION.
 
Literatur
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Hassanli R, Elgawady MA, Mills JE (2014a) An evaluation of design code expressions for estimating in-plane shear strength of partially grouted masonry walls. Aust J Struct Eng 15(3):299–316
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Metadaten
Titel
Flexural Strength Prediction of Unbonded Post-tensioned Masonry Walls
verfasst von
Dr. Reza Hassanli
Copyright-Jahr
2019
Buch
Behavior of Unbounded Post- tensioned Masonry Walls

Print ISBN: 978-3-319-93787-8

Electronic ISBN: 978-3-319-93788-5

Copyright-Jahr: 2019

DOI
https://doi.org/10.1007/978-3-319-93788-5_5