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Shahiron Shahidan

Researcher at Universiti Tun Hussein Onn Malaysia

Publications -  199
Citations -  1577

Shahiron Shahidan is an academic researcher from Universiti Tun Hussein Onn Malaysia. The author has contributed to research in topics: Compressive strength & Cement. The author has an hindex of 16, co-authored 190 publications receiving 1088 citations. Previous affiliations of Shahiron Shahidan include Universiti Sains Malaysia & Universiti Teknologi MARA.

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Damage classification in reinforced concrete beam by acoustic emission signal analysis

TL;DR: In this article, the acoustic emission parameters of amplitude, rise time, average frequency and signal strength were used to classify the damage and to determine the damage level in a beam with an increasing loading cycle.
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Utilizing Construction and Demolition (C&D) Waste as Recycled Aggregates (RA) in Concrete ☆

TL;DR: In this article, the influence of aggregates of varying sizes on the compressive strength, split tensile and water absorption of concrete is presented, and the results show that the recycled aggregates that are obtained from site-tested concrete specimen make good quality concrete.
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Performance of plastic wastes in fiber-reinforced concrete beams

TL;DR: In this paper, the authors investigated synthetic fibers in a concrete matrix through compressive strength, splitting tensile, fracture energy, and flexural beam tests and showed that an increase in fiber content improves the tensile strength of the concrete matrix.
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Diagnostic of fatigue damage severity on reinforced concrete beam using acoustic emission technique

TL;DR: In this paper, diagnostic of fatigue damage in reinforced concrete (RC) beams using acoustic emission (AE) technique was investigated based on severity analysis of AE signal strength during service life of the beams, bath-tub curves derived from AE signal are presented and divided into three stages; burn-in, steady state and burnout.
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Physical and mechanical properties of self-compacting concrete containing superplasticizer and metakaolin

TL;DR: In this paper, the authors compared the physical and mechanical properties of self-compacting concrete with normal concrete using metakaolin as a replacement for normal concrete and showed that metakaolins can increase both compressive and tensile strength compared to normal concrete.