Research Article
Jun 1968
Materials for Structural Models
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 94, Issue 6
Abstract
Advantages and disadvantages of commonly used model materials are discussed. Plastics are used for indirect models or direct models in the elastic range. They follow Hooke’s Law for the range of strains usually used and have low moduli of elasticity, so measurable strains and deflections can be obtained with small loads. They can be easily formed, machined, and assembled, but their mechanical properties are sensitive to environment and methods of test. For modeling reinforced concrete structures up to ultimate load, cementitious materials with similar stress-strain curves up to failure as the prototype must be used. The properties of frequently used cementitious materials, particularly micro-concrete, are discussed. Model reinforcement is limited to steel or phosphor bronze because of the need of fairly well pronounced yield points. Threaded rod can be used to assure sufficient bond for gypsum mortar. Metallic models can be made of steel, aluminum and copper alloys. Miscellaneous materials such as cement asbestos, cardboard and wood are discussed.
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Published In
Journal of the Structural Division
Volume 94 • Issue 6 • June 1968
Pages: 1353 - 1381
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jun 1968
Published online: Feb 1, 2021
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Authors
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Frederic Roll, M.ASCE
Prof. of Civ Engrg., Towne Sch. of Civ. and Mechanical Engrg., Univ. of Pennsylvania, Philadelphia, Pa.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.