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Haeng-Ki Lee

Researcher at KAIST

Publications -  252
Citations -  9227

Haeng-Ki Lee is an academic researcher from KAIST. The author has contributed to research in topics: Fly ash & Compressive strength. The author has an hindex of 45, co-authored 251 publications receiving 6513 citations. Previous affiliations of Haeng-Ki Lee include University of Miami & Chosun University.

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Piezoelectric characteristics of urethane composites incorporating piezoelectric nanomaterials

TL;DR: In this article, three types of piezoelectric nanomaterials (lead zirconate titanate (PZT), zinc oxide, and barium titanate), along with two types of urethane matrices were evaluated in terms of the output voltage generated by external stamping loads.
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Influence of Fiber Volume Fraction and Fiber Type on Mechanical Properties of FRLACC

TL;DR: In this article, the influence of fiber volume fraction, fiber type, and presence of fly ash on mechanical properties of fiber-reinforced, lightweight aggregate, cellular concrete (FRLACC) was investigated.
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Strength Development of Alkali-Activated Fly Ash Exposed to a Carbon Dioxide-Rich Environment at an Early Age

TL;DR: In this paper, the compressive strength of carbonated specimens experienced a dramatic increase in comparison to uncarbonated specimens, and microstructural densification of the carbonated samples was evidenced by MIP, XRD and FT-IR analyses.
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Bond characteristics of SFRP composites containing FRP core/anchors coated on geopolymer mortar

TL;DR: In this article, the bending bond characteristics of hybrid sprayed fiber-reinforced polymer (SFRP) composites containing fiber core/anchors were investigated, where carbon or basalt fiber cores were embedded in SFRP composites as core reinforcements, and their ends were inserted into the beams to act as anchors.
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Effect of Volume Fraction of Fibers on the Mechanical Properties of a Lightweight Aggregate Concrete Reinforced with Polypropylene Fibers

TL;DR: In this article, the effect of volume fraction of fibers on the mechanical properties of a fiber-reinforced, lightweight aggregate concrete (FRLAC) that was produced without an autoclave process was investigated.