Relevant bibliographies by topics / ISO-STANDARD FIRE CURVE

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'ISO-STANDARD FIRE CURVE'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "ISO-STANDARD FIRE CURVE"

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Zha, Xiaoxiong, and Yang Zuo. "Finite Element Study of Container Structure under Normal and High Temperature." Mathematical Problems in Engineering 2016 (2016): 1–15. http://dx.doi.org/10.1155/2016/2652149.

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This paper does some research on the mechanical property of multilayer container structure under high temperature and gives some suggestions on how to make fire protection based on the performance-based fire design. Firstly, using the software of FDS (Fire Dynamics Simulator), the fire background and fire heating release curve are determined. Through the simulation, the actual temperature curves (of the top and bottom temperature curves of the middle, door, and corner position in the container) are obtained and compared with the standard temperature curve of ISO-834. Secondly, using the softwa
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Liu, Yong Jun, Chao Li, and When Jun Zhou. "Numerical Analysis on Tensile Properties of Grout-filled Splice Sleeve Rebars under ISO 834 Standard Fire." E3S Web of Conferences 38 (2018): 03036. http://dx.doi.org/10.1051/e3sconf/20183803036.

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This paper presents some numerical simulation results of tensile properties of reinforcing bars spliced by grout-filled coupling sleeves under fire conditions to identify the effect of load ratio on fire resistance time of spliced reinforcing bars, which provide a useful base for predicting structural behaviors of pre-cast reinforced concrete buildings in fires. A spliced rebar system investigated in this paper consists of two equal-diameter steel reinforcing bars with 25mm diameter and a straight coupling sleeve with 50mm outer and 45mm inner diameters. As a result, the thickness of grout bet
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Oliveira, Pedro N., Elza M. M. Fonseca, Raul D. S. G. Campilho, and Paulo A. G. Piloto. "Analytical Equations Applied to the Study of Steel Profiles under Fire According to Different Nominal Temperature-Time Curves." Mathematical and Computational Applications 26, no. 2 (2021): 48. http://dx.doi.org/10.3390/mca26020048.

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Some analytical methods are available for temperature evaluation in solid bodies. These methods can be used due to their simplicity and good results. The main goal of this work is to present the temperature calculation in different cross-sections of structural hot-rolled steel profiles (IPE, HEM, L, and UAP) using the lumped capacitance method and the simplified equation from Eurocode 3. The basis of the lumped capacitance method is that the temperature of the solid body is uniform at any given time instant during a heat transient process. The profiles were studied, subjected to the fire actio
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Huang, Yen-Chieh, Shin-Ku Lee, Chi-Chang Chan, and Shui-Jinn Wang. "Full-scale evaluation of fire-resistant building integrated photovoltaic systems with different installation positions of junction boxes." Indoor and Built Environment 27, no. 9 (2017): 1259–71. http://dx.doi.org/10.1177/1420326x17713256.

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Building integrated photovoltaic (BIPV) systems are a promising strategy to integrate photovoltaic (PV) systems with building materials to reduce construction costs and add aesthetic features. In this study, a fire test in accordance with ISO 834-1:1999, CNS 14803-2010 and ISO 3008:2007 to provide the standard heating curve was carried out to investigate the fire-resistant characteristics based on the breaking behaviour and surface temperature distribution of type I and type II BIPV modules. The BIPV modules tested have both open and hidden junction-box (J-box) designs, with the aim of reducin
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Yin, Zhi Xiang, Jia Peng Zhao, and Si Da Zhao. "Study on Performance of Kiewitt Single-Layer Spherical Reticulated Shell Structure under the Action of Fire." Applied Mechanics and Materials 488-489 (January 2014): 102–5. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.102.

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Under the condition of high temperature, steel basic mechanical property index such as strength, elastic modulus falls sharply. Once there is a fire, long-span reticulated shell has serious damage. This paper, taking Kiewitt reticulated spherical shell as an example, uses ISO - 834 standard temperature - time curve to simulate fire and analyze the distribution of temperature field calculation and mechanical. Analysis by using transient thermal analysis in ANSYS software. Through ANSYS software to analog fire resistant properties of reticulated shell under the action of local fire resistant pro
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Han, Lin-Hai, Lei Xu, and Xiao-Ling Zhao. "Tests and Analysis on the Temperature Field within Concrete Filled Steel Tubes with or without Protection Subjected to a Standard Fire." Advances in Structural Engineering 6, no. 2 (2003): 121–33. http://dx.doi.org/10.1260/136943303769013219.

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The temperature fields within twelve concrete filled steel tubular columns with or without fire protection when exposed to the ISO-834 standard fire curve (ISO-834, 1975) have been experimentally investigated and the results are presented in this paper. The main parameters varied in the tests are: (1)Sectional types, square and circular; (2) Sectional dimensions from 299mm to 800mm; (3) Thickness of fire protection coat from 14mm to 35mm. A derivation has been given for the surface temperature of concrete-filled tubular columns. Nonlinear finite element analysis has been carried out to calcula
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Ryu, Eunmi, Heesun Kim, and Yeongsoo Shin. "Experimental Study on the Temperature Distribution and Residual Strength of Fire-damaged RC Columns Depending on Heated Areas." Journal of the Korean Society of Hazard Mitigation 20, no. 3 (2020): 75–80. http://dx.doi.org/10.9798/kosham.2020.20.3.75.

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Most of the columns in actual fire conditions are heated on partial faces rather than all four sides due to the floor plan, which results in asymmetric behaviors of columns. The asymmetric behaviors of fire-damaged columns may cause more vulnerability to the structural performance. In this study, temperature distribution and residual strength of reinforced concrete columns exposed to fire were investigated according to various heated areas. To achieve the objective, columns were heated for 2 h according to ISO-834 standard time-temperature curve and subsequently tested under the axial loading
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Suntharalingam, Thadshajini, Irindu Upasiri, Perampalam Gatheeshgar, et al. "Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios." Journal of Structural Fire Engineering 12, no. 3 (2021): 377–409. http://dx.doi.org/10.1108/jsfe-10-2020-0029.

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Purpose Fire safety of a building is becoming a prominent consideration due to the recent fire accidents and the consequences in terms of loss of life and property damage. ISO 834 standard fire test regulation and simulation cannot be applied to assess the fire performance of 3D printed concrete (3DPC) walls as the real fire time-temperature curves could be more severe, compared to standard fire curve, in terms of the maximum temperature and the time to reach that maximum temperature. Therefore, this paper aims to describe an investigation on the fire performance of 3DPC composite wall panels
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Yin, Yan, and Tang Li. "Numerical Simulation of Fire Resistance Performance for Planar Frame with Concrete Filled Steel Tubular Columns and Steel Beams." Applied Mechanics and Materials 94-96 (September 2011): 755–58. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.755.

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In this paper, the fire resistance performance of the unprotected two-layer and two-cross planar frame, which is composed of concrete filled steel tubular columns and steel beams, was analyzed under local fire by ANSYS. After analyzing the structure with the method of hot - structural coupling using standard heating curve ISO-834, some consequence were obtained such as the regularity of temperature field distribution of beams and columns and the fire endurance and critical temperature of the structure. It turned out that the bottom flange at the end of the beams appeared local buckling when th
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You, Woo Jun, Jung Wook Park, Yeon Je Sin, Hyeong Gyu Park, and Ohk Kun Lim. "Analysis of the Maximum Heat Release Rate in Accordance with the Test Method of the Flame Retardant Performance for Pipe Insulation." Fire Science and Engineering 34, no. 1 (2020): 18–25. http://dx.doi.org/10.7731/kifse.2020.34.1.018.

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In this study, the heat release rate of pipe insulation is analyzed by considering the installation status in accordance with the standards ISO 20632 and NFPA 274. The flame retardation rate was evaluated for six types of test samples: polyethylene foam covered with beaten silver (PE(S)), PE foam tapped (PE(N)), elastomeric closed cell thermal insulation (rubber), Japanese PE foam (PE(J)), Japanese polyurethane foam (PU(J)), and Japanese styro form (ST(J)) by EN 13501-1 and fire growth curve. The results show that PU(J), PE(J), and PE(N) were Class E and ultra-fast, NFPA 274 test standards for
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Dissertations / Theses on the topic "ISO-STANDARD FIRE CURVE"

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Andersson, Marcus, and Michael Lundberg. "Brandpåverkan på samverkanskonstruktion : En utvärdering av betongfylld stålprofil." Thesis, Mälardalens högskola, Akademin för ekonomi, samhälle och teknik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-24631.

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En samverkanspelare drar nytta av interaktionen mellan det omslutande stålröret och profilens betongkärna för att därav erhålla en ökad lastkapacitet. För att förstå beteendet och effekterna av interaktionen mellan stål och betong är det viktigt att förstå de enskilda materialens beteende. Betongens huvudsakliga uppgift i en samverkanspelare är att ta upp tryckkrafter medan stålets främsta uppgift är att motverka momentpåkänning och uppta dragkrafter. I normal rumstemperatur samverkar stål och betong för att bära den aktuella lasten. Samverkanspelaren har stor potential med avseende på lastkap
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Book chapters on the topic "ISO-STANDARD FIRE CURVE"

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Behnam, Behrouz. "Simulating Post-Earthquake Fire Loading in Conventional RC Structures." In Modeling and Simulation Techniques in Structural Engineering. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-0588-4.ch015.

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Post-earthquake fire (PEF) is one of the most complicated problems resulting from earthquake, presenting a serious risk to urban buildings. As most standards and codes ignore the possibility of PEF, buildings are too weak under PEF loads. This chapter is to investigate the effects of PEF loads on partially damaged RC buildings located in urban regions. To do that, a methodology named sequential analysis is introduced here via which the structural performance at various performance levels is evaluated under fire and PEF scenarios. Numerically, in order to simulate the earthquake loads, conventional pushover analysis is employed, with an explanation presented in the chapter to introduce the pushover analysis, its advantages and its limitations. To simulate the fire loads, standard fire curve (ISO 834) is used for simplicity.
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Conference papers on the topic "ISO-STANDARD FIRE CURVE"

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Meyer, Patrick, Peter Schaumann, Martin Mensinger, and Suet Kwan Koh. "Experimental investigations on the load bearing behaviour of an innovative prestressed composite floor system in fire." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7020.

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In Germany, regulations for hollow spaces in slab systems require 30 minutes standard fire resistance of the load-bearing steel construction. Within a current national research project a natural fire scenario for the hollow space was developed based on realistic fire loads and ventilation conditions in the hollow space. Assuming this realistic fire scenario in the hollow space, two large scale tests on an innovative composite floor system were performed to evaluate the influence on the load bearing behaviour of the floor system. The integrated and sustainable composite floor system consists of
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Hung, W. S. Y., A. Fahme, and A. Kubasco. "Development of a Custom Ambient NOx Correction Equation for a Mars SoLoNOx Gas Turbine." In ASME 1994 International Gas Turbine and Aeroengine Congress and Exposition. American Society of Mechanical Engineers, 1994. http://dx.doi.org/10.1115/94-gt-402.

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The United States federal new source performance standards (NSPS) for stationary gas turbines contain NOx limits that are standardized based on the International Standards Organization (ISO) standard for ambient conditions. The measured NOx emissions from stationary gas turbines at test conditions are to be corrected to ISO standard ambient conditions using a recommended equation, which was developed using data from conventional (diffusion flame) combustion systems. It is genearlly expected that this correction equation will require a revision when advanced lean premixed or hybrid combustion s
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Journal articles
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