Sürdürülebilir Kalkınma Amaçları
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- MakaleAçık Erişim2015Scopus SJRQ2The production of ice cream using stevia as a sweetener
Ozdemir, C.; Arslaner, A.; Ozdemir, S.; Allahyari, M.
In this research, the effect of stevia addition on the physical, chemical and sensory properties of ice-creams were investigated. For this aim, four different ice- cream samples were produced using sucrose and stevia as sweetener (the plain + sucrose, cocoa + sucrose, plain + stevia and cocoa + stevia). The highest overrun ratio (20.17 %) was found in samples added cocoa and stevia. The viscosity of samples added cocoa and stevia (20.29 Pa.s) at 20 rpm were higher than that of other samples. The longest first melting time (3460 s) was found in samples added cocoa + stevia and the shortest time (1400s) was samples containing cocoa + sucrose. The last melting times were changed at around 8700 s and 9440 s. The pH degrees of samples were around 6.50 and 6.62. As samples containing stevia did not contain sucrose, sucrose amount of samples added sucrose were around 3.93 and 4.31 %. The fat destabilizations of samples were around 44.79 and 59.98 %. Panelists preferred the samples added stevia and cocoa as others.
AtıfScopus42WoS26OpenAlex54
İncele - MakaleAçık Erişim2015Scopus SJRQ2The effect of fly ash to self-compactability of pumice aggregate lightweight concrete
Kurt, Murat; Aydin, Abdulkadir Cüneyt; Gül, Muhammed Said; Gül, Rüstem; Kotan, Türkay
This paper presents the results of an experimental study on the effects of fly ash, different water/(cement + mineral additive) ratios and pumice aggregates to some physical and mechanical properties of self-compacting lightweight aggregate concrete. In this study, pumice had been used as lightweight aggregates. Several properties of self-compacting pumice aggregate lightweight concretes like the unit weight, flow diameter, T50 time, flow diameter after an hour, V-funnel time, and L-box tests, 7, 28, 90 and 180-day compressive strength, 28-day splitting tensile strength, dry unit weight, water absorption, thermal conductivity and ultrasonic pulse velocity tests were investigated. For this purpose, 18 series of concrete samples were prepared in two groups. Pumice aggregate was used as a replacement of natural aggregate, at the levels of 0, 20, 40, 60, 80, and 100% by volume. Furthermore, a second series of 100% pumice aggregate was used for the production of self-compacting lightweight aggregate concrete with constant w/(c + m) ratios as 0.35, 0.40, and 0.45 by weight. The flow diameters, T50 times, paste volumes, 28-day compressive strengths, dry unit weights and thermal conductivities of self-compacting lightweight aggregate concrete were obtained in the range of 600–800 mm, 2–8 s, 471–572 lt/m 3, 9.2–53.26 MPa, 839–2156 kg/m 3 and 0.321–1.508 W/mk, respectively, which satisfies not only the strength requirement of semi-structural lightweight concrete but also the flowing ability requirements and thermal conductivity requirements of self-compacting lightweight aggregate concrete.
AtıfScopus30OpenAlex36İncele - DergiSadhana - Academy Proceedings in Engineering Sciences