2004
DOI: 10.1061/(asce)0899-1561(2004)16:6(556)
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Performance of Brick Aggregate Concrete at High Temperatures

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Cited by 61 publications
(30 citation statements)
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“…Derived from the results of 787 concrete mixes, made with coarse and fine RA of different types and origins, sourced from 65 publications (Akbarnezhad et al, 2011;Amorim et al, 2012;Barra & Vázquez, 1998;Butler, West, & Tighe, 2011;Buyle-Bodin & Hadjieva-Zaharieva, 2002;Cachim, 2009;Casuccio, Torrijos, Giaccio, & Zerbino, 2008;Chen et al, 2003;Choi & Yun, 2012;Corinaldesi, 2010;Corinaldesi & Moriconi, 2007;Correia et al, 2006;Dapena, Alaejos, Lobet, & Pérez, 2011;Debieb & Kenai, 2008;Dhir et al, 1999;Dhir & Paine, 2007;Dhir, Paine, & O'Leary, 2003;DomingoCabo et al, 2009;Dosho, 2007;Etxeberria et al, 2007;Evangelista & de Brito, 2007, 2010Ferreira et al, 2011;Gómez-Soberón, 2002;Gonçalves, Esteves, & Vieira, 2004;González-Fonteboa & Martínez-Abella, 2004;Jau, Fu, & Yang, 2004;Kenai, Debieb, & Azzouz, 2002;Khalaf & DeVenny, 2004a, 2005Khatib, 2005;Kim, Shin, & Cha, 2013;Kim & Yun, 2013;Knights, 1998;Kou & Poon, 2009;Kou et al, 2007;Koulouris, Limbachiya, Fried, & Roberts, 2004;Limbachiya,...…”
Section: Statistical Analysis Of the Factors Influencing The Compressmentioning
confidence: 99%
“…Derived from the results of 787 concrete mixes, made with coarse and fine RA of different types and origins, sourced from 65 publications (Akbarnezhad et al, 2011;Amorim et al, 2012;Barra & Vázquez, 1998;Butler, West, & Tighe, 2011;Buyle-Bodin & Hadjieva-Zaharieva, 2002;Cachim, 2009;Casuccio, Torrijos, Giaccio, & Zerbino, 2008;Chen et al, 2003;Choi & Yun, 2012;Corinaldesi, 2010;Corinaldesi & Moriconi, 2007;Correia et al, 2006;Dapena, Alaejos, Lobet, & Pérez, 2011;Debieb & Kenai, 2008;Dhir et al, 1999;Dhir & Paine, 2007;Dhir, Paine, & O'Leary, 2003;DomingoCabo et al, 2009;Dosho, 2007;Etxeberria et al, 2007;Evangelista & de Brito, 2007, 2010Ferreira et al, 2011;Gómez-Soberón, 2002;Gonçalves, Esteves, & Vieira, 2004;González-Fonteboa & Martínez-Abella, 2004;Jau, Fu, & Yang, 2004;Kenai, Debieb, & Azzouz, 2002;Khalaf & DeVenny, 2004a, 2005Khatib, 2005;Kim, Shin, & Cha, 2013;Kim & Yun, 2013;Knights, 1998;Kou & Poon, 2009;Kou et al, 2007;Koulouris, Limbachiya, Fried, & Roberts, 2004;Limbachiya,...…”
Section: Statistical Analysis Of the Factors Influencing The Compressmentioning
confidence: 99%
“…In this paper, the term residual strength will be employed to classify all tests conducted using procedure (ii). Tests at high temperature (i.e., according to procedure (i)) are rare [11][12][13][14][15] but testing the compression strength at elevated temperature is vital to evaluate the performance of concrete throughout the duration of a fire.…”
Section: Testing Proceduresmentioning
confidence: 99%
“…tested hot). Khalaf and DeVenny [11] evaluated RBA concrete in an unstressed, hot condition. The coarse RBA were clean common solid and Table 1 Changes of pure OPC hydrated paste as temperature increases.…”
Section: Brick Aggregatesmentioning
confidence: 99%
“…However, the difficulty to study the life critical in-fire performance (heat and load at-elevated temperature) has received little to no attention to the awareness of the authors. Even though conventional normal and high strength concretes are relatively established materials, many researchers noted test data in the hot conditions were not common [20][21][22][23][24]. The hot compression strengths are equally important to evaluate as the concrete must maintain its compressive hot strength throughout the duration of a fire.…”
Section: Introductionmentioning
confidence: 99%