scispace - formally typeset
M

Metin Hüsem

Researcher at Karadeniz Technical University

Publications -  49
Citations -  685

Metin Hüsem is an academic researcher from Karadeniz Technical University. The author has contributed to research in topics: Compressive strength & Beam (structure). The author has an hindex of 9, co-authored 47 publications receiving 517 citations.

Papers
More filters
Journal ArticleDOI

The effects of high temperature on compressive and flexural strengths of ordinary and high-performance concrete

TL;DR: In this article, the variation of compressive and flexural strength of ordinary and high-performance micro-concrete at high temperatures was examined, and the results indicated that concrete strength decreases with increasing temperature.
Journal ArticleDOI

The effects of low temperature curing on the compressive strength of ordinary and high performance concrete

TL;DR: In this article, the compressive strength of ordinary and high performance concrete after having cured at low temperature was investigated experimentally, and the results showed that the results were lower than that of the specimens at standard curing.
Journal ArticleDOI

The effects of bond strengths between lightweight and ordinary aggregate-mortar, aggregate-cement paste on the mechanical properties of concrete

TL;DR: In this paper, the effects of bond strength between aggregate and mortar, aggregate and cement paste on the mechanical properties of lightweight and ordinary concrete were examined, and the flexural and compressive strengths of specimens of Lightweight and Ordinary Mortars, aggregate used in production of light concrete, and pure cement paste were experimentally determined.
Journal ArticleDOI

Experimental determination of Drucker-Prager yield criterion parameters for normal and high strength concretes under triaxial compression

TL;DR: In this paper, the parameters which define Drucker-Prager yield criterion were investigated experimentally for both normal strength concrete (NSC) and high-strength concrete (HSC) by triaxial compression tests.
Journal ArticleDOI

Determination of rectangular stress block parameters for high performance concrete

TL;DR: In this article, the authors used stress-strain and equivalent block parameters for calculation of high performance reinforced concrete beams in flexure and showed that determined rectangular stress block parameters can be used in the design of high-performance reinforced concrete members.