Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes

Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prio...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Ulu, Arif [verfasserIn] Tutar, Ali Ikbal [verfasserIn] Kurklu, Ahmet [verfasserIn] Cakir, Ferit [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 359
Übergeordnetes Werk:	volume:359

DOI / URN:	10.1016/j.conbuildmat.2022.129486

Katalog-ID:	ELV008722870

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520			\|a Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases.
650		4	\|a Chopped Glass Fiber
650		4	\|a Polymer Concrete
650		4	\|a Reinforcing Index
650		4	\|a Excessive Fiber Reinforcement
650		4	\|a Fiber Agglomeration
650		4	\|a Fresh Concrete Tests
650		4	\|a Hardened Concrete Tests
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700	1		\|a Kurklu, Ahmet \|e verfasserin \|4 aut
700	1		\|a Cakir, Ferit \|e verfasserin \|4 aut
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publishDate	2022
allfields	10.1016/j.conbuildmat.2022.129486 doi (DE-627)ELV008722870 (ELSEVIER)S0950-0618(22)03142-7 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Ulu, Arif verfasserin aut Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases. Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests Tutar, Ali Ikbal verfasserin aut Kurklu, Ahmet verfasserin aut Cakir, Ferit verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 359 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:359 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 359
spelling	10.1016/j.conbuildmat.2022.129486 doi (DE-627)ELV008722870 (ELSEVIER)S0950-0618(22)03142-7 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Ulu, Arif verfasserin aut Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases. Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests Tutar, Ali Ikbal verfasserin aut Kurklu, Ahmet verfasserin aut Cakir, Ferit verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 359 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:359 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 359
allfields_unstemmed	10.1016/j.conbuildmat.2022.129486 doi (DE-627)ELV008722870 (ELSEVIER)S0950-0618(22)03142-7 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Ulu, Arif verfasserin aut Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases. Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests Tutar, Ali Ikbal verfasserin aut Kurklu, Ahmet verfasserin aut Cakir, Ferit verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 359 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:359 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 359
allfieldsGer	10.1016/j.conbuildmat.2022.129486 doi (DE-627)ELV008722870 (ELSEVIER)S0950-0618(22)03142-7 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Ulu, Arif verfasserin aut Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases. Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests Tutar, Ali Ikbal verfasserin aut Kurklu, Ahmet verfasserin aut Cakir, Ferit verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 359 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:359 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 359
allfieldsSound	10.1016/j.conbuildmat.2022.129486 doi (DE-627)ELV008722870 (ELSEVIER)S0950-0618(22)03142-7 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Ulu, Arif verfasserin aut Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases. Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests Tutar, Ali Ikbal verfasserin aut Kurklu, Ahmet verfasserin aut Cakir, Ferit verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 359 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:359 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 359
language	English
source	Enthalten in Construction and building materials 359 volume:359
sourceStr	Enthalten in Construction and building materials 359 volume:359
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Ulu, Arif @@aut@@ Tutar, Ali Ikbal @@aut@@ Kurklu, Ahmet @@aut@@ Cakir, Ferit @@aut@@
publishDateDaySort_date	2022-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV008722870
language_de	englisch
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author	Ulu, Arif
spellingShingle	Ulu, Arif ddc 690 bkl 56.45 misc Chopped Glass Fiber misc Polymer Concrete misc Reinforcing Index misc Excessive Fiber Reinforcement misc Fiber Agglomeration misc Fresh Concrete Tests misc Hardened Concrete Tests Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes
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topic_title	690 DE-600 56.45 bkl Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes Chopped Glass Fiber Polymer Concrete Reinforcing Index Excessive Fiber Reinforcement Fiber Agglomeration Fresh Concrete Tests Hardened Concrete Tests
topic	ddc 690 bkl 56.45 misc Chopped Glass Fiber misc Polymer Concrete misc Reinforcing Index misc Excessive Fiber Reinforcement misc Fiber Agglomeration misc Fresh Concrete Tests misc Hardened Concrete Tests
topic_unstemmed	ddc 690 bkl 56.45 misc Chopped Glass Fiber misc Polymer Concrete misc Reinforcing Index misc Excessive Fiber Reinforcement misc Fiber Agglomeration misc Fresh Concrete Tests misc Hardened Concrete Tests
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title	Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes
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title_full	Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes
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author_browse	Ulu, Arif Tutar, Ali Ikbal Kurklu, Ahmet Cakir, Ferit
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title_sort	effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes
title_auth	Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes
abstract	Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases.
abstractGer	Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases.
abstract_unstemmed	Polymer concretes (PCs) have evolved with the growing need for special concretes in the construction sector such as swimming pools, sewer structures, drainage channels, reinforcement injection, and other structures that contain liquids or corrosive chemicals. Recently, these concretes have been prioritized and their importance is growing. In this study, chopped glass fiber (CGF) reinforced polymer concretes (CGFRPCs) are emphasized and the effect of excessive fiber reinforcement on the mechanical properties of concrete is investigated. In this regard, six different mixtures; M1 (Pure PC), M2 (0.15 % CGFs), M3 (0.20 % CGFs), M4 (0.25 % CGFs), M5 (0.50 % CGFs), M6 (1.0 % CGFs); were prepared by considering 0, 0.6, 0.8, 1, 2 and 4 reinforcing indexes (RIs) with a constant aspect ratio (6/0.015 = 400), respectively. Then, the initial setting time, final setting time, peak temperature and flow tests are performed on the fresh concrete samples. The density, flexural strength and compressive strength at 7, 14, 21 and 28 days are determined on the prism and cube samples as the hardened concrete tests. Besides, scanning electron microscope (SEM) examinations are performed to obtain detailed information about the behavior of the concretes. The experimental studies and SEM evaluations show that excessive fiber reinforcement negatively affects both fresh concrete properties and hardened concrete properties because of fiber agglomeration, thixotropy, fiber pull-out, fiber breakage, dislodged aggregate, interface and matrix cracks. In addition, it is observed that the problems observed in the CFRPCs increase as the RI increases.
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title_short	Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes
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author2	Tutar, Ali Ikbal Kurklu, Ahmet Cakir, Ferit
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up_date	2024-07-06T20:41:01.315Z
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Effect of excessive fiber reinforcement on mechanical properties of chopped glass fiber reinforced polymer concretes

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