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Dive into the research topics where Danijel Kukaras is active.

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Featured researches published by Danijel Kukaras.


Bioresources | 2018

Slip Modulus of Screws in Timber and Lightweight Concrete Composite Structures

Ljiljana Kozarić; Danijel Kukaras; Aleksandar Prokić; Miroslav Bešević; Milan Kekanović

NH4Cl was used to optimize the pretreatment conditions for biomass pretreatment to improve enzymatic saccharification and hemicellulose degradation of eucalyptus chips. After pretreatment, the solid substrate (SS) and pretreatment liquor (PL) were characterized, and the SS was enzymatically hydrolyzed to detect the conversion yield of cellulose (CYC). For the pretreatment using NH4Cl, the removal rate of hemicellulose reached up to 100% in some cases, but a great proportion of cellulose remained in the SS. The optimized conditions for pretreatment using NH4Cl were 0.3 M NH4Cl at 200 °C for 25 min. A comprehensive evaluation found that the most suitable severity parameter for pretreatment and enzymatic saccharification was 4.5, although a higher severity parameter could increase the CYC. XRD and FTIR analysis showed that the pretreatment had little influence on the cellulose crystalline region, and the lignin was well-retained in the pretreatment process.High biomass loading is a key technique to reduce the pretreatment cost of lignocellulosic biomass. In this work, various biomass species such as bagasse, erianthus, cedar, and eucalyptus were pretreated using an ionic liquid, 1-ethyl-3-methylimidazolium acetate, at different biomass loadings, particularly focusing on a high loading region. Cellulose structural changes in pretreated biomass were investigated via X-ray scattering and 13C solid-state nuclear magnetic resonance (SSNMR) spectroscopy. The structural behaviors roughly fell into two categories, corresponding to either grassy (bagasse and erianthus) or woody (cedar and hardwood) biomass. The grassy biomass gradually transformed from cellulose-I to cellulose-II in a monotonic manner against the biomass loading. In contrast, the transformation in the woody biomass occurred abruptly as solids was decreased within the high loadings range (50 wt% to 33 wt%). Below 33 wt%, a reformation of cellulose-I from cellulose-II proceeded readily. In terms of cellulose crystallinity, erianthus as well as bagasse showed a minimum value at 25 wt% loading, whereas the crystallinity for the woody biomass did not possess such a clear minimum. Acid hydrolysis of these pretreated biomass was also conducted and the relationship between the reactivity and the cellulose structural changes was discussed.


Tehnicki Vjesnik-technical Gazette | 2015

Analysis of calculated and observed settlements of the silo on loess

Petar Santrač; Željko Bajić; Slobodan Grković; Danijel Kukaras; Ivan Hegediš

This paper presents the analysis of the results of observed and calculated settlements for the silo, due to load and partial saturation of the loess. In a dry state loess has high strength and low compressibility, however, highly porous layers of loess due to saturation lose structure, reduce volume and strength extremely. This feature of loess is known as structural collapse, or hydro collapse, making it one of the meta stable soils, which are very unfavorable in terms of foundation. During the construction of the silo, due to inadequate protection during the intense rainfall a partial saturation of the surface layers has occurred, which undermined the initial structure of the loess and caused additional settlements that were registered during the first filling of the silo. To assess the development of settlements in these changed circumstances, the settlement calculations were performed, based on the collapse potential, increase of moisture, wetting depth and available quantity of rainfall for given location according to data from the National Hydro Meteorological Institute. Prediction of the expected subsequent settlements was crucial for undertaking necessary measures in order to ensure the smooth functioning of the silo. Currently, 2,5 years from the first filling of the silo cells, the settlement growth has practically diminished and the silo is functioning smoothly.


Zbornik radova Građevinskog fakulteta | 2014

PRORAČUN I DIMENZIONISANJE NOSEĆE ČELIČNE KONSTRUKCIJE STUBA VETROGENERATORA

Miroslav Bešević; Aniko Tešanović; Danijel Kukaras; Aleksandar Landović


Tehnicki Vjesnik-technical Gazette | 2014

Laki betoni s recikliranim mljevenim agregatom od ekspandiranog polistirena

Milan Kekanović; Danijel Kukaras; Arpad Čeh; Golub Karaman


Facta Universitatis - Series: Architecture and Civil Engineering | 2011

Experimental - theoretical study of axially compressed cold formed steel profiles

Miroslav Bešević; Danijel Kukaras


Archives for Technical Sciences | 2017

ENERGY SUSTAINABILITY OF RAMMED EARTH BUILDINGS

Ivan Hegediš; Golub Karaman; Arpad Čeh; Neđo Đurić; Danijel Kukaras; Danilo Vunjak


Zbornik radova Građevinskog fakulteta | 2016

PROJEKAT SANACIJE DRUMSKOG ARMIRANO-BETONSKOG MOSTA MANJEG RASPONA

Miroslav Bešević; Aleksandar Pančić; Danijel Kukaras


Zbornik radova Građevinskog fakulteta | 2016

UTICAJ ALKALNO AGREGATNE REAKCIJE NA BETONSKE KONSTRUKCIJE MOSTOVA

Slobodan Grković; Danijel Kukaras; Smilja Živković


Procedia Earth and Planetary Science | 2015

Causes and Consequences of Certain Landslides in Republic of Srpska, Bosnia and Herzegovina☆

Nedjo Djuric; Miroslav Bešević; Dijana Djuric; Aleksandar Prokić; Danijel Kukaras


Zbornik radova Građevinskog fakulteta | 2014

ANALIZA NOSIVOSTI STUBA SPREGNUTOG PRESEKA U FUNKCIJI OSNOVNOG MATERIJALA

Aleksandar Landović; Miroslav Bešević; Danijel Kukaras

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Arpad Čeh

University of Novi Sad

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