Thermal Shock Resistance For Built Up Membranes
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Author | : William C. Cullen |
Publisher | : |
Total Pages | : 28 |
Release | : 1967 |
Genre | : Building materials |
ISBN | : |
The resistance of bituminous built-up roofing membranes to thermally induced forces is considered in terms of their strength properties such as breaking load in tension, modulus of elongation and apparent linear thermal expansion coefficient.The development of a Thermal-Shock Resistance Factor is described and values are given for three bituminous built-up membranes at temperatures of - 30F (-34.4C), 0F (-17.8C), 30F (-1.1C) and 73F (22.8C).The apparent relation between the values obtained in the laboratory and the observed performance of roofing membranes in service is considered.The utilization of the Thermal-Shock Resistance Factor in the reduction of potential failures of bituminous built-up roofing membranes in service from thermally induced forces is also discussed.(Author).
Author | : |
Publisher | : |
Total Pages | : 500 |
Release | : 1970 |
Genre | : Engineering |
ISBN | : |
Author | : Robert G. Mathey |
Publisher | : |
Total Pages | : 24 |
Release | : 1974 |
Genre | : Roofing, Bituminous |
ISBN | : |
This report is the first in a series of publications on performance criteria for built-up roof membranes. The development of a performance approach to bituminous built-up roof membranes is described and preliminary performance criteria are recommended. A number of test methods have been developed in order to obtain data to evaluate roofing membranes against the recommended criteria. Twenty attributes that effect the performance of roof membranes under service conditions are identified and laboratory tests are described for measuring the engineering properties of the membrane that pertain to many of these attributes. A level of performance is recommended for nine of the identified performance attributes.
Author | : |
Publisher | : |
Total Pages | : 28 |
Release | : 1967-08 |
Genre | : Building materials |
ISBN | : |
Author | : United States. National Bureau of Standards |
Publisher | : |
Total Pages | : 822 |
Release | : 1970 |
Genre | : Building |
ISBN | : |
Author | : |
Publisher | : ASTM International |
Total Pages | : 217 |
Release | : 1967 |
Genre | : Roofing |
ISBN | : |
Author | : Thomas H. Boone |
Publisher | : |
Total Pages | : 20 |
Release | : 1968 |
Genre | : Roofing |
ISBN | : |
The values of breaking load, elongation and thermal expansion of nine bituminous built-up membranes prepared by roofing contractors under field conditions and by technicians in the laboratory were measured at sub-freezing temperatures.The data indicated that the field-prepared specimens agreed favorably with laboratory-prepared specimens, although the samples from the field frequently reflected higher values for thermal-shock resistance than did their laboratory-prepared counterparts.The higher values were attributed to the smaller amounts of bitumen used between the plies of the field specimens.The results appeared to support the validity of the application of the 'strength-thickness rule' to bituminous built-up membranes.(Author).
Author | : United States. Congress. House. Committee on Science and Technology. Subcommittee on Science, Research, and Technology |
Publisher | : |
Total Pages | : 600 |
Release | : 1983 |
Genre | : Buildings |
ISBN | : |
Author | : United States. Congress. House. Committee on Science and Technology. Subcommittee on Science, Research, and Technology |
Publisher | : |
Total Pages | : 582 |
Release | : 1983 |
Genre | : |
ISBN | : |
Author | : Harry Shoub |
Publisher | : |
Total Pages | : 38 |
Release | : 1967 |
Genre | : Fire testing |
ISBN | : |
Tests were conducted to determine the resistance to fire of welded steel plate and beam floor assemblies with various conditions of floor covering on the plates, and ceiling protections beneath the beams. The trials included fire exposures from the burnout of combustible materials ranging from 10 to 40 lb/sq ft on the floor surface as well as standard fire endurance tests in which the ceiling of the structure was exposed to fire. The results of the tests indicated that the use of steel floor structures was practical from considerations of fire safety. For the test conditions established, fire exposure on top of the floor did not heat the structural steel supporting members sufficiently to cause load failure or collapse, and did not produce untenable conditions in the room below. In tests involving fire exposure to the underside of floors, the fire endurance times, based solely on heat transmission criteria, ranged from 1 hr 24 min to over 4 hr. Temperature levels attained by the structural members and deflection of the floor assemblies are also reported. (Author).