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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4809
Analysis of Thermal Behavior of Protected and Unprotected Slim Floor
Under Fire
Adila Salam1, Sreeja S2
1Mtech Student, Computer Aided Structural Engineering, ICET, Mulavoor P.O
Muvattupuzha, Kerala, India
2Assistant Professor, Civil Department, ICET, Mulavoor P.O, Muvattupuzha, Kerala, India
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract – The slim floor system combines the advantages
of flat slab construction with significantresistancetofire. This
form of construction creates a flat floor in which steel beams
are contained within the depth occupied by the floor. Shallow
floors therefore achieve the minimum depth of construction
and, by virtue of the partial encasement of the steel section.
Generally do not require additional fire protectionfor upto60
minutes fire resistance .The paper presents a numerical
investigation to determine the fire resistance of slim floor
system using different coatings. In partially encased slim floor
three different thermal resistance coatings are provided to
determine the model with maximum thermal resistance and
the coatings provided are intumescent coating, mineral fiber
spray coating and vermiculite coating
Key Words: Slim floor, Thermal resistant coating,
intumescent coating, mineral fibre spray coating,
vermiculite coating, Thermal analysis.
1. INTRODUCTION
1.1 General Background
In recent years there hasbeenconsiderableinterestinmany
parts of Europe in developing and designing shallow floor
systems for use in steel framed buildings. This form of
construction creates a flat floor in which steel beams are
contained within the depth occupied by the floor. Shallow
floors therefore achieve the minimum depth of construction
and, by virtue of the partial encasement of the steel section.
Generally do not require additional fire protection for up to
60 minutes fire resistance. These floor systems can be
designed to compete with reinforced concrete flat slabs,and
offer distinct advantages relative to concrete in terms of
speed of construction.
The principles and application rules for the design of steel
and composite structures are now presentedinEurocodes3
[1] and 4 Part 1.1 [2] respectively, and in other national
standards. However, these rules do not refer directly to
shallow floor construction, although the principles still
apply. The purpose of this paper is to reviewtheinformation
that is needed to enable this form of floor construction to be
designed in accordance with these Euro codes.
This study focuses on the response of protected and
unprotected slim floors in fire. Here the protection provided
by giving an intumescent coating, mineral fibre spray,
vermiculite cement spray. Intumescent systems in
thermoplastics give fire-proofing propertiesbydevelopinga
carbonaceous shield which provides a protection to the
material. The shield limits the heat transfer to the substrate.
In this work, we use an intumescent formulation, which
associates Ammonium Polyphosphate (APP) with
Pentaerythritol (PER). In the conditions of the fire, the
system develops an intumescence phenomenon andformsa
carbonaceous coating. In both mineral fibre and vermiculite
coatings the mix is made and sprayed to the prepared
surface.
Fig -1: Slim floor
2. NUMERICAL INVESTIGATION USING ANSYS
WORKBENCH 16.1
2.1 Base Model
Numerical modelling of Slim floor with different thermal
resistant protective coatings were done using ANSYS 16.1
WORKBENCH, a finite element software for mathematical
modelling and analysis. The dimensions of all the 4
specimens are same. The length ofspecimenis4500 mm and
the sectional properties of the slim floor is given in Table 1.
The Analysis requires input data for material properties are
as shown in Table 2. Figure 2 showing the modelled view of
Slim floor without coating. Figure 3 showing modelled view
of Slim floor with intumescent coating. Figure 4 showing
modelled view of Slim floor with mineral fibrespraycoating.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4810
Figure 5 showing modelled view of slim floor with
vermiculite spray coating.
Table -1: Sectional Properties of Steel.
IS HB 300
Section area 80.25 mm
Depth 300 mm
Width of flange 250 mm
Thickness of flange 10.6 mm
Thickness of web 9.4 mm
Table -2: Material Properties of Steel.
Thermal conductivity of concrete (W/m K) 1.9
Specific heat of concrete (J/Kg K) 780
Thermal conductivity of steel (W/m K) 60.5
Specific heat of steel (J/Kg K) 434
Fig -2: Modelled view of Slim floor without coating.
Fig -3: Modelled view of Slim floor with intumescent
coating.
Fig -4: Modelled view of Slim floor with mineral fiber
spray coating.
Fig -5: Modelled view of Slim floor with vermiculite spray
coating.
2.2 Loading and Boundary Conditions
To simulate the real condition convective heat transfer
coefficient is provided and the thermal analysis is being
carried out.
Fig -5: boundary condition of partially encased Slim floor.
3. RESULTS AND DISCUSSIONS
3.1 Temperature Distribution
The temperature developed and temperaturedistributionin
the slim floor subjected to fire is obtained by the thermal
analysis of the models. Thermal distribution in bottom
,middle and top are show in the charts below.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4811
Fig -6: Thermal distribution of Slim floor without coating.
Fig -7: Thermal distribution of Slim floor with intumescent
coating.
Fig -8: Thermal distribution of Slim floor with mineral fiber
spray coating.
Fig -5: Thermal distribution of Slim floor with vermiculite
spray coating.
chart -1: Thermal distribution of Slim floor without
coating.
chart -2: Thermal distribution of Slim floor with
intumescent coating.
chart -3: Thermal distribution of Slim floor with mineral
fiber spray coating.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4812
chart -4: Thermal distribution of Slim floor with
vermiculite spray coating.
4. CONCLUSIONS
This study proposed a new model of partially encased slim
floor with different thermal resistantcoatingstoimprove the
thermal performance of the structure, the conducted
analytical study on the slim floor result in following
conclusions:
 The pattern of temperature development and
thermal distribution of slim floor with intumescent
coating, mineral fiber spray coatingandvermiculite
coating are obtained.
 The model which gives maximum thermal
resistance is the one coated with vermiculite spray
coating.
 The use of thermal resistant coatings improve the
thermal performance thereby a great improvement
in the structural behavior can be obtained.
ACKNOWLEDGMENT
I wish to thank the Management, Principal andHead
of Civil Engineering Department of Ilahia College of
Engineering and Technology, affiliated by Kerala
Technological University for their support. This paper is
based on the work carried out by me (Adila Salam),aspartof
my PG course, under the guidance of Mrs.Sreeja S (Assistant
Professor, Ilahia College of Engineering and Technology,
Muvattupuzha, Kerala). I express my gratitude towards her
for her valuable guidance.
REFERENCES
[1] Naveed Alam, Ali Nadjai, Faris Ali, Walid Nadjai,
“Structural response of unprotected and protected slim
floors in fire”, Fire Safety Engineering and Technology ,
Ulster University, United Kingdom,2018.
[2] Nadia Baldassino1,Giacomo Roverso, Gianluca Ranzi,
Riccardo Zandonini, “service and ultimate behaviour of
slim floor beams”, Department of Civil, Environmental
and Mechanical Engineering, University of Trento,
Trento, Italy , 2018.
[3] Jae-Kwon Ahn, Cheol-Ho Lee, “ Fire behavior and
resistance of partially encased and slim-floorcomposite
beams”, Dept. of Architecture & Architectural
Engineering, Seoul National University, Republic of
Korea ,2017.
[4] B. Li , Y.L. Dong , D.S. Zhang , “Fire behaviour of
continuous reinforced concrete slabs in a full-scale
multi-storey steel-framed building”, School of Civil
Engineering, Harbin Institute of Technology,People’s
Republic of China,2015.
[5] Toi Limazie, Shiming Chen, “Numerical procedure for
nonlinear behavior analysis of composite slim floor
beams”, School of Civil Engineering, Tongji University,
Shanghai, China, 2015.
[6] Ehab Ellobody, “Composite slim floor stainless steel
beam construction exposed to different fires”, Dept. of
Structural Engineering,Tanta University, Egypt, 2012.
[7] Ehab Ellobody, “Nonlinear behaviour of unprotected
composite slim floor steel beams exposed to different
fire conditions”, Department of Structural Engineering,
Tanta University, Egypt ,2011.
[8] Zhongcheng Ma, Pentti Makel¨ainen, “Structural
behaviour of composite slim floor frames in fire
conditions”, Department of Civil and Environmental
Engineering, Helsinki University of Technology,Finland
,2006.

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IRJET- Analysis of Thermal Behavior of Protected and Unprotected Slim Floor under Fire

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4809 Analysis of Thermal Behavior of Protected and Unprotected Slim Floor Under Fire Adila Salam1, Sreeja S2 1Mtech Student, Computer Aided Structural Engineering, ICET, Mulavoor P.O Muvattupuzha, Kerala, India 2Assistant Professor, Civil Department, ICET, Mulavoor P.O, Muvattupuzha, Kerala, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – The slim floor system combines the advantages of flat slab construction with significantresistancetofire. This form of construction creates a flat floor in which steel beams are contained within the depth occupied by the floor. Shallow floors therefore achieve the minimum depth of construction and, by virtue of the partial encasement of the steel section. Generally do not require additional fire protectionfor upto60 minutes fire resistance .The paper presents a numerical investigation to determine the fire resistance of slim floor system using different coatings. In partially encased slim floor three different thermal resistance coatings are provided to determine the model with maximum thermal resistance and the coatings provided are intumescent coating, mineral fiber spray coating and vermiculite coating Key Words: Slim floor, Thermal resistant coating, intumescent coating, mineral fibre spray coating, vermiculite coating, Thermal analysis. 1. INTRODUCTION 1.1 General Background In recent years there hasbeenconsiderableinterestinmany parts of Europe in developing and designing shallow floor systems for use in steel framed buildings. This form of construction creates a flat floor in which steel beams are contained within the depth occupied by the floor. Shallow floors therefore achieve the minimum depth of construction and, by virtue of the partial encasement of the steel section. Generally do not require additional fire protection for up to 60 minutes fire resistance. These floor systems can be designed to compete with reinforced concrete flat slabs,and offer distinct advantages relative to concrete in terms of speed of construction. The principles and application rules for the design of steel and composite structures are now presentedinEurocodes3 [1] and 4 Part 1.1 [2] respectively, and in other national standards. However, these rules do not refer directly to shallow floor construction, although the principles still apply. The purpose of this paper is to reviewtheinformation that is needed to enable this form of floor construction to be designed in accordance with these Euro codes. This study focuses on the response of protected and unprotected slim floors in fire. Here the protection provided by giving an intumescent coating, mineral fibre spray, vermiculite cement spray. Intumescent systems in thermoplastics give fire-proofing propertiesbydevelopinga carbonaceous shield which provides a protection to the material. The shield limits the heat transfer to the substrate. In this work, we use an intumescent formulation, which associates Ammonium Polyphosphate (APP) with Pentaerythritol (PER). In the conditions of the fire, the system develops an intumescence phenomenon andformsa carbonaceous coating. In both mineral fibre and vermiculite coatings the mix is made and sprayed to the prepared surface. Fig -1: Slim floor 2. NUMERICAL INVESTIGATION USING ANSYS WORKBENCH 16.1 2.1 Base Model Numerical modelling of Slim floor with different thermal resistant protective coatings were done using ANSYS 16.1 WORKBENCH, a finite element software for mathematical modelling and analysis. The dimensions of all the 4 specimens are same. The length ofspecimenis4500 mm and the sectional properties of the slim floor is given in Table 1. The Analysis requires input data for material properties are as shown in Table 2. Figure 2 showing the modelled view of Slim floor without coating. Figure 3 showing modelled view of Slim floor with intumescent coating. Figure 4 showing modelled view of Slim floor with mineral fibrespraycoating.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4810 Figure 5 showing modelled view of slim floor with vermiculite spray coating. Table -1: Sectional Properties of Steel. IS HB 300 Section area 80.25 mm Depth 300 mm Width of flange 250 mm Thickness of flange 10.6 mm Thickness of web 9.4 mm Table -2: Material Properties of Steel. Thermal conductivity of concrete (W/m K) 1.9 Specific heat of concrete (J/Kg K) 780 Thermal conductivity of steel (W/m K) 60.5 Specific heat of steel (J/Kg K) 434 Fig -2: Modelled view of Slim floor without coating. Fig -3: Modelled view of Slim floor with intumescent coating. Fig -4: Modelled view of Slim floor with mineral fiber spray coating. Fig -5: Modelled view of Slim floor with vermiculite spray coating. 2.2 Loading and Boundary Conditions To simulate the real condition convective heat transfer coefficient is provided and the thermal analysis is being carried out. Fig -5: boundary condition of partially encased Slim floor. 3. RESULTS AND DISCUSSIONS 3.1 Temperature Distribution The temperature developed and temperaturedistributionin the slim floor subjected to fire is obtained by the thermal analysis of the models. Thermal distribution in bottom ,middle and top are show in the charts below.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4811 Fig -6: Thermal distribution of Slim floor without coating. Fig -7: Thermal distribution of Slim floor with intumescent coating. Fig -8: Thermal distribution of Slim floor with mineral fiber spray coating. Fig -5: Thermal distribution of Slim floor with vermiculite spray coating. chart -1: Thermal distribution of Slim floor without coating. chart -2: Thermal distribution of Slim floor with intumescent coating. chart -3: Thermal distribution of Slim floor with mineral fiber spray coating.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4812 chart -4: Thermal distribution of Slim floor with vermiculite spray coating. 4. CONCLUSIONS This study proposed a new model of partially encased slim floor with different thermal resistantcoatingstoimprove the thermal performance of the structure, the conducted analytical study on the slim floor result in following conclusions:  The pattern of temperature development and thermal distribution of slim floor with intumescent coating, mineral fiber spray coatingandvermiculite coating are obtained.  The model which gives maximum thermal resistance is the one coated with vermiculite spray coating.  The use of thermal resistant coatings improve the thermal performance thereby a great improvement in the structural behavior can be obtained. ACKNOWLEDGMENT I wish to thank the Management, Principal andHead of Civil Engineering Department of Ilahia College of Engineering and Technology, affiliated by Kerala Technological University for their support. This paper is based on the work carried out by me (Adila Salam),aspartof my PG course, under the guidance of Mrs.Sreeja S (Assistant Professor, Ilahia College of Engineering and Technology, Muvattupuzha, Kerala). I express my gratitude towards her for her valuable guidance. REFERENCES [1] Naveed Alam, Ali Nadjai, Faris Ali, Walid Nadjai, “Structural response of unprotected and protected slim floors in fire”, Fire Safety Engineering and Technology , Ulster University, United Kingdom,2018. [2] Nadia Baldassino1,Giacomo Roverso, Gianluca Ranzi, Riccardo Zandonini, “service and ultimate behaviour of slim floor beams”, Department of Civil, Environmental and Mechanical Engineering, University of Trento, Trento, Italy , 2018. [3] Jae-Kwon Ahn, Cheol-Ho Lee, “ Fire behavior and resistance of partially encased and slim-floorcomposite beams”, Dept. of Architecture & Architectural Engineering, Seoul National University, Republic of Korea ,2017. [4] B. Li , Y.L. Dong , D.S. Zhang , “Fire behaviour of continuous reinforced concrete slabs in a full-scale multi-storey steel-framed building”, School of Civil Engineering, Harbin Institute of Technology,People’s Republic of China,2015. [5] Toi Limazie, Shiming Chen, “Numerical procedure for nonlinear behavior analysis of composite slim floor beams”, School of Civil Engineering, Tongji University, Shanghai, China, 2015. [6] Ehab Ellobody, “Composite slim floor stainless steel beam construction exposed to different fires”, Dept. of Structural Engineering,Tanta University, Egypt, 2012. [7] Ehab Ellobody, “Nonlinear behaviour of unprotected composite slim floor steel beams exposed to different fire conditions”, Department of Structural Engineering, Tanta University, Egypt ,2011. [8] Zhongcheng Ma, Pentti Makel¨ainen, “Structural behaviour of composite slim floor frames in fire conditions”, Department of Civil and Environmental Engineering, Helsinki University of Technology,Finland ,2006.