E
Emad L. Labib
Researcher at University of Houston
Publications - 6
Citations - 151
Emad L. Labib is an academic researcher from University of Houston. The author has contributed to research in topics: Prestressed concrete & Girder. The author has an hindex of 3, co-authored 6 publications receiving 115 citations.
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Use of digital image correlation technique in full-scale testing of prestressed concrete structures
TL;DR: The DIC technique could provide very accurate and detailed information, including the in-plane and out-of-plane strains and their spatial variations, and the locations of high tensile and compressive strains which at later stages of loading result in cracking or crushing of concrete.
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Shear Cracking of Prestressed Girders with High Strength Concrete
TL;DR: In this article, Laskar et al. developed a semi-empirical equation to evaluate the shear cracking strength of reinforced concrete I-beams with different concrete strength and different shear span-to-depth ratio.
Journal ArticleDOI
Inference of bond slip in prestressed tendons in concrete bridge girders
Siu Chun M. Ho,Liang Ren,Liang Ren,Emad L. Labib,Aadit Kapadia,Yi-Lung Mo,Hong-Nan Li,Gangbing Song,Gangbing Song +8 more
TL;DR: In this article, fiberbragg grating-based strain sensors were installed directly onto prestressing tendons within a pretensioned concrete bridge girder to provide a local perspective of bond slip as the girder was loaded to failure.
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Shear design of high strength concrete prestressed girders
TL;DR: In this article, a semi-empirical set of equations was developed based on the test results to predict the ultimate shear strength of prestressed concrete I-girders.
Shearing in High Strength Concrete Bridge Girders: Technical Report
TL;DR: In this article, a semi-empirical equation was developed at the University of Houston (UH) to predict the shear strength of reinforced concrete I-girders with normal strength concrete through the project Texas Department of Transportation (TxDOT) 0-4759.