000			02775nam a22002897a 4500
003			KOHA
005			20230419101707.0
008			230228d2022 cy do||| m||| 00| 0 eng d
040			_aCY-NiCIU _beng _cCY-NiCIU _erda
041			_aeng
090			_aYL 2662 _bM64 2022
100	1		_aMohammed, Taha Ahmed Ghaleb
245	1	4	_aTHE EFFECT OF STEEL AND BASALT FIBER ON REINFORCED CONCRETE / _cTAHA AHMED GHALEB MOHAMMED; SUPERVISOR: ASST. PROF. DR. MOHAMMAD ALI MOSABERPANAH
264			_c2022
300			_a54 sheets: _bcharts, photos; _c31 cm. _eIncludes CD
336			_2rdacontent _atext _btxt
337			_2rdamedia _aunmediated _bn
338			_2rdacarrier _avolume _bnc
502			_aThesis (MSc) - Cyprus International University. Institute of Graduate Studies and Research Civil Engineering Department
504			_aIncludes bibliography (sheets 51-54)
520			_aABSTRACT Rapid population growth and urbanization of a considerable increment are in demand for cement as construction material. It is vital to reduce the environmental effects associated with Ordinary Portland. Aggregate (coarse and fine) is mixed with cement and water to form concrete. A stone system is built since water is introduced to concrete. Although concrete is weak in tension and strong in compression, the reinforcement material is used to enhance its strength. Other reinforcing elements are used in concrete to assist it in withstanding stress. For several decades, fibers were added to concrete to improve and adjust its strength, typically attributed to Fiber Reinforced Concrete (FRC). Concrete's mechanical are strengthened through using fibres in studies. The study intends to examine the mechanical characteristics of hybrid concrete with M-25 strength to fibre reinforcement. Steel fibers and basalt fibers have been applied with varying (0.25 , 0.5 , 0.75 , and 1) % amounts of concrete. The results demonstrate that chopped basalt fibre behaves dramatically better during tensile stress, whereas crimped steel fibre gives better results over compression. The beams are indicated to break in shear, with most cracks occurring relatively close to the support. Correspondingly, the third middle part of the beam had some crack growth due to different fibre dosages. A hybrid fibre beam consisting of 0.75 steel and 0.25 is less expensive than a regular stirrup-equipped beam. Keywords: Basalt Fibre, Flexural failure, FRC, Hybrid fiber, Ordinary Portland, Shear failure, Shear resistance, Steel Fibre
650		0	_aFiber cement _vDissertations, Academic
650		0	_aFibers _vDissertations, Academic
700	1		_aMosaberpanah, Mohammad Ali _esupervisor
942			_2ddc _cTS
999			_c289809 _d289809