By Gabil Garibxan Ogli Aliyev, Faig Bakhman Ogli Naghiyev
This booklet covers the speculation of the power of laminated and bolstered buildings made from polymer fabrics in regards to the changeability of physico-chemical homes is tested. It offers an experimental-theoretical process at the definition of physico-mechanical homes of polymers composite fabrics and polymerized bundles made from fibers with emphasis at the adjustments of physico-chemical houses of the fabrics. With mathematical strictness, the experimental and theoretical reports awarded the following will reduction within the improvement of trustworthy tools and new practices of interpreting constructions with the effect of chemically competitive drinks and gases and within the production of particular construction constructions that might face up to corrosive environments.
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Additional info for Engineering Mechanics of Polymeric Materials: Theories, Properties and Applications
In connection with the above-stated ones there remains open a question: how does the physico–chemical properties of polymer materials and also a problem of mechanics of deformable solids (strength, stability, vibration, failure) depend on their physico–chemical changes. In particular, what is the quality and quantity character of dependence of serviceability of different constructions made of polymer and composite materials and also of their mechanical properties on their contact with corrosive liquid and gassy media.
104) to the layers of (n–1)th sandwich pipe. 10). 110) Here Von and Von −1 are the volumes of the nth and (n – 1)th layer of a unit length pipe. 113) Now define the thrust mass force per unit length of the arch Rn0 (λn ) . 113). For determining the thrust mass force per unit length of the arch Rn0 (λn ) , we behave as follows. Rn (λn ) → 2π rn , averag . → whence 0 Rn (λn ) → dS n , averag .
3% . Calculate how many times will be the process of diffusion of water into polypropylene moderated at pressure 60 MPa compared with the action of normal pressure if C∞ = 0 . 30) for normal pressure C C0 = 2 0 π . For high pressure C 60 C∞ 60 F060 =2 π , where F060 = D60 t60 R2 . 55 times. 1 × 10 × 10 cm3 by absorbing water under normal pressure if C0 = 0 and t = 1 days. 12 we can use the for10 R2 1 mulae obtained for an unbounded plate. 31) will be valid. 46) The obtained result certifies on very negligible water absorption of a polypropylene and its well water-resistance.