Effects of cementitious ingredients on long term properties of self compacting concrete

N.A.

Makale detayları

Effects of cementitious ingredients on long term properties of self compacting concrete

Yazarlar:

N.A.

Yayıncı:

Yildiz Technical University

Ana Başlıklar:

Structural Biology

Dergi:

Sigma Journal of Engineering and Natural Sciences Vol.42 Issue 4, pp.1067-1074

Belge Tipi:

Makale

Yayın Tarihi:

1/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001324608

pISSN:

1304-7191

Anahtar kelimeler:

Özet:

 The paper Properties of Self-Compacting Concrete with High Volume of Cementitious Material investigates the impact of higher binder content on the properties of self-compacting concrete SCC. The study was conducted using three SCC mixes with binding materials of 550 kgm3, 600 kgm3, and 650 kgm3 with a constant water-to-binder ratio and 40 of the binder being fly ash. The properties of the concrete were evaluated in the fresh stage using tests like the slump flow test and V-funnel test and in the hardened stage using tests like the compressive strength test and shrinkage test. The results showed that while there was a correlation between higher binder content and higher compressive strength, there were also differences in shrinkage and creep values that were estimated using ACI 209 R-92 and BS EN 1992-1-1-2004. The study highlights the need to investigate the effects of high binder content on SCC properties.

 The paper Properties of Self-Compacting Concrete with High Volume of Cementitious Material investigates the impact of higher binder content on the properties of self-compacting concrete SCC. The study was conducted using three SCC mixes with binding materials of 550 kgm3, 600 kgm3, and 650 kgm3 with a constant water-to-binder ratio and 40 of the binder being fly ash. The properties of the concrete were evaluated in the fresh stage using tests like the slump flow test and V-funnel test and in the hardened stage using tests like the compressive strength test and shrinkage test. The results showed that while there was a correlation between higher binder content and higher compressive strength, there were also differences in shrinkage and creep values that were estimated using ACI 209 R-92 and BS EN 1992-1-1-2004. The study highlights the need to investigate the effects of high binder content on SCC properties.

 The paper Properties of Self-Compacting Concrete with High Volume of Cementitious Material investigates the impact of higher binder content on the properties of self-compacting concrete SCC. The study was conducted using three SCC mixes with binding materials of 550 kgm3, 600 kgm3, and 650 kgm3 with a constant water-to-binder ratio and 40 of the binder being fly ash. The properties of the concrete were evaluated in the fresh stage using tests like the slump flow test and V-funnel test and in the hardened stage using tests like the compressive strength test and shrinkage test. The results showed that while there was a correlation between higher binder content and higher compressive strength, there were also differences in shrinkage and creep values that were estimated using ACI 209 R-92 and BS EN 1992-1-1-2004. The study highlights the need to investigate the effects of high binder content on SCC properties.

 The paper Properties of Self-Compacting Concrete with High Volume of Cementitious Material investigates the impact of higher binder content on the properties of self-compacting concrete SCC. The study was conducted using three SCC mixes with binding materials of 550 kgm3, 600 kgm3, and 650 kgm3 with a constant water-to-binder ratio and 40 of the binder being fly ash. The properties of the concrete were evaluated in the fresh stage using tests like the slump flow test and V-funnel test and in the hardened stage using tests like the compressive strength test and shrinkage test. The results showed that while there was a correlation between higher binder content and higher compressive strength, there were also differences in shrinkage and creep values that were estimated using ACI 209 R-92 and BS EN 1992-1-1-2004. The study highlights the need to investigate the effects of high binder content on SCC properties.

Makale detayları

Effects of cementitious ingredients on long term properties of self compacting concrete

Yazarlar:

N.A.

Yayıncı:

Yildiz Technical University

Ana Başlıklar:

Structural Biology

Dergi:

Sigma Journal of Engineering and Natural Sciences Vol.42 Issue 4, pp.1067-1074

Belge Tipi:

Makale

Yayın Tarihi:

1/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001324608

pISSN:

1304-7191

Creep

Elastic Shortening

Self Compacting Concrete

Shrinkage

Sayı

Makale detayları

Effects of cementitious ingredients on long term properties of self compacting concrete

Yazarlar: N.A.

Yayıncı: Yildiz Technical University

Ana Başlıklar: Structural Biology

Dergi: Sigma Journal of Engineering and Natural Sciences Vol.42 Issue 4, pp.1067-1074

Belge Tipi: Makale

Yayın Tarihi: 1/2024

Belge Dili: İngilizce

Document ID (Org No.): 2001324608

pISSN: 1304-7191

Creep

Elastic Shortening

Self Compacting Concrete

Shrinkage

Sayı

Yazarlar:

N.A.

Yayıncı:

Yildiz Technical University

Ana Başlıklar:

Structural Biology

Dergi:

Sigma Journal of Engineering and Natural Sciences Vol.42 Issue 4, pp.1067-1074

Belge Tipi:

Makale

Yayın Tarihi:

1/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001324608

pISSN:

1304-7191