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Yi Bao, Matthew Hoehler, Christopher M. Smith, Matthew Bundy, Genda Chen
Detailed information about temperature distribution can be important to understand structural behavior in fire. This study develops a method to image three-dimensional temperature distributions in steel- concrete composite slabs using distributed fiber
This short presentation shows the functional concept, Do It Yourself (DIY) construction details and select deployment examples for the current (May 2020) water-cooled live streaming camera systems (2D cameras) used to capture video footage in severe fires
Randall J. McDermott, Glenn P. Forney, Matthew S. Hoehler, Matthew F. Bundy, Lisa Y. Choe, Chao Zhang
The photograph on the left shows a large-scale experiment studying the interaction between fire and mechanically- loaded building elements performed during the commissioning of the National Fire Research Laboratory (NFRL) at the National Institute of
This paper presents an experimental behavior of unprotected W16 × 26 steel beams subjected to localized fire. Beam specimens were either simply supported or connected to steel columns via all bolted double angle connections. Two test fires, steady or
Ten commercial fire-retardant coatings (FRCs) designed for wood in outdoor applications, either film-forming or non-film forming (stains), and five top-coatings (used in combination with a FRC to increase its durability) were characterized by microscale
360-degree video recorded in fires provides a unique perspective that allows the viewer to change the field of view as regions of interest vary in space and time. Use of 360-degree and traditional cameras at some locations in intense fires for extended
Lisa Y. Choe, Selvarajah Ramesh, William L. Grosshandler, Matthew S. Hoehler, Mina S. Seif, John L. Gross, Matthew F. Bundy
This paper presents the results of compartment fire experiments on four 12.8 m long composite floor beams with various end support conditions. Specimens were constructed as partially- composite beams, consisting of W18x35 steel beams and 83 mm thick
Jian Jiang, Joseph Main, Jonathan Weigand, Fahim H. Sadek
This paper describes a reduced-order modeling approach for the thermal and structural analysis of fire effects on composite slabs with profiled steel decking. The reduced-order modeling approach, which uses alternating strips of layered shell elements to
Jian Jiang, Joseph Main, Jonathan Weigand, Fahim H. Sadek
This paper presents a reduced-order numerical modeling approach for the analysis of heat transfer in composite floor slabs with profiled steel decking exposed to fire effects. This approach represents the thick and thin portions of a composite slab with
Matthew S. Hoehler, Blanca Andres Valiente, Matthew F. Bundy
This paper examines the structural response of cold-formed steel-framed building lateral force- resisting systems under combinations of simulated earthquake and fire loading. Full-scale experiments with gypsum-sheet steel composite panel sheathed walls
The National Fire Research Laboratory is a unique large-fire research facility; able to characterize the response of full-scale building systems to realistic mechanical loading and fire. The facility maintains an infrastructure of measurements necessary
Stability is paramount to the load-carrying capacity of structural steel members subjected to fire. Actual buckling strengths of steel members in fire become lower than that at ambient temperature since modulus of elasticity (E) and yield strength (Fy)
This paper discusses the development of a finite element model (FEA) of a full-scale composite floor system and application of this model to predict the heating of steel members when exposed to a standard fire during fire resistance experiments. The model