Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members

Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low...
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Autor*in:	Han Aylie [verfasserIn] Buntara Sthenly Gan [verfasserIn] Sholihin As’ad [verfasserIn] M. Mirza Abdillah Pratama [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2015

Schlagwörter:	Functionally Graded Concrete Load Carrying Capacity Flexural Member Finite Element Analysis

Übergeordnetes Werk:	In: International Journal of Engineering and Technology Innovation - Taiwan Association of Engineering and Technology Innovation, 2015, 5(2015), 4, Seite 233-241
Übergeordnetes Werk:	volume:5 ; year:2015 ; number:4 ; pages:233-241

Links:	Link aufrufen Link aufrufen Journal toc Journal toc

Katalog-ID:	DOAJ026305054

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520			\|a Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member.
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spelling	(DE-627)DOAJ026305054 (DE-599)DOAJadf164897dc047f98ab2fee95f3cbb65 DE-627 ger DE-627 rakwb eng TA1-2040 Han Aylie verfasserin aut Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member. Functionally Graded Concrete Load Carrying Capacity Flexural Member Finite Element Analysis Technology T Engineering (General). Civil engineering (General) Buntara Sthenly Gan verfasserin aut Sholihin As’ad verfasserin aut M. Mirza Abdillah Pratama verfasserin aut In International Journal of Engineering and Technology Innovation Taiwan Association of Engineering and Technology Innovation, 2015 5(2015), 4, Seite 233-241 (DE-627)896006875 (DE-600)2903225-8 2226809X nnns volume:5 year:2015 number:4 pages:233-241 https://doaj.org/article/adf164897dc047f98ab2fee95f3cbb65 kostenfrei http://sparc.nfu.edu.tw/~ijeti/download/V5-no4-233-241.pdf kostenfrei https://doaj.org/toc/2223-5329 Journal toc kostenfrei https://doaj.org/toc/2226-809X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 5 2015 4 233-241
allfields_unstemmed	(DE-627)DOAJ026305054 (DE-599)DOAJadf164897dc047f98ab2fee95f3cbb65 DE-627 ger DE-627 rakwb eng TA1-2040 Han Aylie verfasserin aut Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member. Functionally Graded Concrete Load Carrying Capacity Flexural Member Finite Element Analysis Technology T Engineering (General). Civil engineering (General) Buntara Sthenly Gan verfasserin aut Sholihin As’ad verfasserin aut M. Mirza Abdillah Pratama verfasserin aut In International Journal of Engineering and Technology Innovation Taiwan Association of Engineering and Technology Innovation, 2015 5(2015), 4, Seite 233-241 (DE-627)896006875 (DE-600)2903225-8 2226809X nnns volume:5 year:2015 number:4 pages:233-241 https://doaj.org/article/adf164897dc047f98ab2fee95f3cbb65 kostenfrei http://sparc.nfu.edu.tw/~ijeti/download/V5-no4-233-241.pdf kostenfrei https://doaj.org/toc/2223-5329 Journal toc kostenfrei https://doaj.org/toc/2226-809X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 5 2015 4 233-241
allfieldsGer	(DE-627)DOAJ026305054 (DE-599)DOAJadf164897dc047f98ab2fee95f3cbb65 DE-627 ger DE-627 rakwb eng TA1-2040 Han Aylie verfasserin aut Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member. Functionally Graded Concrete Load Carrying Capacity Flexural Member Finite Element Analysis Technology T Engineering (General). Civil engineering (General) Buntara Sthenly Gan verfasserin aut Sholihin As’ad verfasserin aut M. Mirza Abdillah Pratama verfasserin aut In International Journal of Engineering and Technology Innovation Taiwan Association of Engineering and Technology Innovation, 2015 5(2015), 4, Seite 233-241 (DE-627)896006875 (DE-600)2903225-8 2226809X nnns volume:5 year:2015 number:4 pages:233-241 https://doaj.org/article/adf164897dc047f98ab2fee95f3cbb65 kostenfrei http://sparc.nfu.edu.tw/~ijeti/download/V5-no4-233-241.pdf kostenfrei https://doaj.org/toc/2223-5329 Journal toc kostenfrei https://doaj.org/toc/2226-809X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 5 2015 4 233-241
allfieldsSound	(DE-627)DOAJ026305054 (DE-599)DOAJadf164897dc047f98ab2fee95f3cbb65 DE-627 ger DE-627 rakwb eng TA1-2040 Han Aylie verfasserin aut Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member. Functionally Graded Concrete Load Carrying Capacity Flexural Member Finite Element Analysis Technology T Engineering (General). Civil engineering (General) Buntara Sthenly Gan verfasserin aut Sholihin As’ad verfasserin aut M. Mirza Abdillah Pratama verfasserin aut In International Journal of Engineering and Technology Innovation Taiwan Association of Engineering and Technology Innovation, 2015 5(2015), 4, Seite 233-241 (DE-627)896006875 (DE-600)2903225-8 2226809X nnns volume:5 year:2015 number:4 pages:233-241 https://doaj.org/article/adf164897dc047f98ab2fee95f3cbb65 kostenfrei http://sparc.nfu.edu.tw/~ijeti/download/V5-no4-233-241.pdf kostenfrei https://doaj.org/toc/2223-5329 Journal toc kostenfrei https://doaj.org/toc/2226-809X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 5 2015 4 233-241
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spellingShingle	Han Aylie misc TA1-2040 misc Functionally Graded Concrete misc Load Carrying Capacity misc Flexural Member misc Finite Element Analysis misc Technology misc T misc Engineering (General). Civil engineering (General) Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members
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topic_title	TA1-2040 Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members Functionally Graded Concrete Load Carrying Capacity Flexural Member Finite Element Analysis
topic	misc TA1-2040 misc Functionally Graded Concrete misc Load Carrying Capacity misc Flexural Member misc Finite Element Analysis misc Technology misc T misc Engineering (General). Civil engineering (General)
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title	Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members
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title_sort	parametric study of the load carrying capacity of functionally graded concrete of flexural members
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title_auth	Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members
abstract	Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member.
abstractGer	Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member.
abstract_unstemmed	Steel reinforced concrete members in bending acquire their load carrying capacity from the integration between concrete compression and steel tensile strength. The codes neglect the concrete tensile capacity since it is relatively small compared to the compressive strength. Hypothetically, if a low concrete strength is assigned to the layers in tension, it leads to economical and environmental advantages. A method for producing functionally graded concrete (FGC) having a gradation in compressive strength and stiffness throughout the depth of a member was developed. Uniaxial compression tests on cylindrical FGC specimens were conducted and verified numerically using finite element models. We suggest that the compressive strength of FGC approaches the lower grade concrete layers while the stiffness properties follow the higher grade concrete layers. This potential could be exploited for the flexural member, through optimising of material use while improving the serviceability of the member.
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title_short	Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members
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score	7.400301

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Parametric Study of the Load Carrying Capacity of Functionally Graded Concrete of Flexural Members

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