Assessment of the material properties of a fire damaged building

This study identifies a process for assessing the material properties of a fire damaged building so as to determine whether the remains can be utilized in construction or be demolished. Physical and chemical analysis were carried out on concrete and steel samples taken from various elements of the b...

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Main Authors: Oladipupo OLOMO, Olufikayo ADERINLEWO, Moses TANIMOLA, Silvana CROOPE
Format: Article
Language:English
Published: National R&D Institute URBAN-INCERC, INCERC Bucharest Branch 2012-12-01
Series:Constructii: Journal of Civil Engineering Research
Subjects:
Online Access:http://constructii.incerc2004.ro/Archive/2012-2/Constructii_2012_Vol.13_No.2_ID2012130203.pdf
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spelling doaj-1f5230c90f7b4684b7e6abc41aac27672020-11-24T22:52:46ZengNational R&D Institute URBAN-INCERC, INCERC Bucharest BranchConstructii: Journal of Civil Engineering Research1221-27092247-03282012-12-011321623Assessment of the material properties of a fire damaged buildingOladipupo OLOMOOlufikayo ADERINLEWOMoses TANIMOLASilvana CROOPEThis study identifies a process for assessing the material properties of a fire damaged building so as to determine whether the remains can be utilized in construction or be demolished. Physical and chemical analysis were carried out on concrete and steel samples taken from various elements of the building after thorough visual inspection of the entire building had been conducted. The physical (non-destructive) tests included the Schmidt hammer and ultrasonic pulse velocity tests on the concrete samples, tensile strength test on the steel samples and chemical tests involving the assessment of the quantities of cement, sulphates and chloride concentrations in the samples. A redesign of the building elements was also carried out and the results were compared with the existing design. The non-destructive test results indicated compressive strengths as low as 9.9 N/mm2, the tensile strength test indicated a maximum strength of 397.48 N/mm2 and the chemical test indicated chloride contents as high as 0.534 g per gramme of concrete. These properties deviated significantly from standard requirements. Based on these results, it was concluded that the remains of the building should be demolished.http://constructii.incerc2004.ro/Archive/2012-2/Constructii_2012_Vol.13_No.2_ID2012130203.pdfultrasonic pulse velocitytensile strengthcompressive strengthnon-destructive tests
collection DOAJ
language English
format Article
sources DOAJ
author Oladipupo OLOMO
Olufikayo ADERINLEWO
Moses TANIMOLA
Silvana CROOPE
spellingShingle Oladipupo OLOMO
Olufikayo ADERINLEWO
Moses TANIMOLA
Silvana CROOPE
Assessment of the material properties of a fire damaged building
Constructii: Journal of Civil Engineering Research
ultrasonic pulse velocity
tensile strength
compressive strength
non-destructive tests
author_facet Oladipupo OLOMO
Olufikayo ADERINLEWO
Moses TANIMOLA
Silvana CROOPE
author_sort Oladipupo OLOMO
title Assessment of the material properties of a fire damaged building
title_short Assessment of the material properties of a fire damaged building
title_full Assessment of the material properties of a fire damaged building
title_fullStr Assessment of the material properties of a fire damaged building
title_full_unstemmed Assessment of the material properties of a fire damaged building
title_sort assessment of the material properties of a fire damaged building
publisher National R&D Institute URBAN-INCERC, INCERC Bucharest Branch
series Constructii: Journal of Civil Engineering Research
issn 1221-2709
2247-0328
publishDate 2012-12-01
description This study identifies a process for assessing the material properties of a fire damaged building so as to determine whether the remains can be utilized in construction or be demolished. Physical and chemical analysis were carried out on concrete and steel samples taken from various elements of the building after thorough visual inspection of the entire building had been conducted. The physical (non-destructive) tests included the Schmidt hammer and ultrasonic pulse velocity tests on the concrete samples, tensile strength test on the steel samples and chemical tests involving the assessment of the quantities of cement, sulphates and chloride concentrations in the samples. A redesign of the building elements was also carried out and the results were compared with the existing design. The non-destructive test results indicated compressive strengths as low as 9.9 N/mm2, the tensile strength test indicated a maximum strength of 397.48 N/mm2 and the chemical test indicated chloride contents as high as 0.534 g per gramme of concrete. These properties deviated significantly from standard requirements. Based on these results, it was concluded that the remains of the building should be demolished.
topic ultrasonic pulse velocity
tensile strength
compressive strength
non-destructive tests
url http://constructii.incerc2004.ro/Archive/2012-2/Constructii_2012_Vol.13_No.2_ID2012130203.pdf
work_keys_str_mv AT oladipupoolomo assessmentofthematerialpropertiesofafiredamagedbuilding
AT olufikayoaderinlewo assessmentofthematerialpropertiesofafiredamagedbuilding
AT mosestanimola assessmentofthematerialpropertiesofafiredamagedbuilding
AT silvanacroope assessmentofthematerialpropertiesofafiredamagedbuilding
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