Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core Slabs

Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core Slabs

Abstract The paper presents the results of flexural and shear tests up to failure on full-scale hollow-core slabs (HCS) having a depth of 500 mm. A detailed non-linear 2D finite element model is also developed to predict the stress distribution and crack pattern within the slabs, providing a well ma...

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Bibliographic Details
Main Authors: E. Michelini, P. Bernardi, R. Cerioni, B. Belletti
Format: Article
Language:English
Published: SpringerOpen 2020-07-01
Series:International Journal of Concrete Structures and Materials
Subjects:
hollow-core slabs
prestressed concrete
precast concrete
full-scale tests
non-linear finite element analysis
cracking
Online Access:http://link.springer.com/article/10.1186/s40069-020-00407-y

Internet

http://link.springer.com/article/10.1186/s40069-020-00407-y

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