Failure Analysis of Polypropylene Fiber Reinforced Concrete Two-Way Slabs Subjected to Static and Impact Load Induced by Free Falling Mass

Abstract The impact resistance of concrete is considered as poor due to a relatively energy dissipating characteristics and tensile strength. Therefore, this paper investigates the feasibility of using polypropylene fibers (PF) to enhance punching shear capacity of reinforced concrete (RC) two-way s...

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Bibliographic Details
Main Author: Al-Rousan,Rajai Z. (author)
Format: article
Language:eng
Published: 2018
Subjects:
Post Behavior
Impact Resistance
Polypropylene Fiber
Reinforced Concrete
Two-Way Slabs
Online Access:http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000100504
Country:Brazil
Oai:oai:scielo:S1679-78252018000100504

Internet

http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000100504

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