Bu öğeden alıntı yapmak, öğeye bağlanmak için bu tanımlayıcıyı kullanınız:
http://hdl.handle.net/11452/29073
Başlık: | Properties of heavyweight concrete for structural and radiation shielding purposes |
Yazarlar: | Şengül, Cengiz Erenoğlu, Teoman Çolak, Üner Reyhancan, İskender Atilla Taşdemir, Mehmet Ali Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü. 0000-0001-5522-427X Özen, Süleyman AAM-9495-2020 57188750603 |
Anahtar kelimeler: | Science & technology - other topics Heavyweight concrete High-density aggregate Counterweight concrete Shielding radiation Silica fume Gamma |
Yayın Tarihi: | 5-Eki-2015 |
Yayıncı: | Springer Heidelberg |
Atıf: | Özen, S. vd. (2016). "Properties of heavyweight concrete for structural and radiation shielding purposes". Arabian Journal for Science and Engineering, 41(4), 1573-1584. |
Özet: | In applications of concrete for shielding against hazardous radiation or for being used as counterweight, as well as in various other applications that involve the use of heavyweight concrete, the most significant method of mix design involves the use of heavyweight aggregates. Concrete mixes that were produced for this work contained iron ore, steel mill scale, two types of barite, and steel slag, which are the heavyweight aggregates available in Turkey. An additional heavyweight concrete mixture was also produced using magnetite as a natural mineral heavyweight aggregate. In all concrete mixes produced, water/cement ratio, cement content, and the maximum aggregate size of the aggregates used were kept constant. In terms of the main mechanical properties, the best performances were obtained when iron ore was used, while the highest fracture energy values were reached in concretes with steel mill scale, magnetite, or with the combination of steel slag, iron ore, and crushed sand. Another important objective of this research was to evaluate the radiation shielding properties of heavyweight concretes containing iron ore, steel mill scale, two types of barite, or steel slag as aggregates. The experimental results showed that the attenuation coefficient varied from 0.224 to 0.265 1/cm, while the unit weight of heavyweight concrete was increased from 3012 to 3820 kg/m(3). On the other hand, there is reasonably good agreement between theoretical and experimental results of linear attenuation coefficients. It can be concluded that the dominant factor in the determination of attenuation coefficient is the unit weight of heavyweight concrete and that the value of the coefficient is independent of the type of heavyweight aggregate used. |
URI: | https://doi.org/10.1007/s13369-015-1868-6 https://link.springer.com/article/10.1007/s13369-015-1868-6 http://hdl.handle.net/11452/29073 |
ISSN: | 2193-567X 2191-4281 |
Koleksiyonlarda Görünür: | Scopus Web of Science |
Bu öğenin dosyaları:
Bu öğeyle ilişkili dosya bulunmamaktadır.
DSpace'deki bütün öğeler, aksi belirtilmedikçe, tüm hakları saklı tutulmak şartıyla telif hakkı ile korunmaktadır.