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contributor authorJing-Zhong Xie
date accessioned2017-05-08T21:00:55Z
date available2017-05-08T21:00:55Z
date copyrightSeptember 2009
date issued2009
identifier other%28asce%290733-9445%282009%29135%3A9%281040%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35437
description abstractThe macroscopic Poisson ratio and elastic moduli of the cast-in-place hollow-core slab are researched in this paper. At first, the formulas for computing the Poisson’s ratio of cast-in-place hollowed slabs with bilateral ribs are deduced by theoretical means. Then, based on the characteristics of stress distribution, an effective sectional area method is proposed for computing both the bending and axial compressive elastic moduli of cylindrical hollow-core slabs at the transverse section, in which the boundary of the effective area is suggested to be at a radial distance with its vertical slope angle
publisherAmerican Society of Civil Engineers
titleMacroscopic Elastic Constitutive Relationship of Cast-in-Place Hollow-Core Slabs
typeJournal Paper
journal volume135
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2009)135:9(1040)
treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
contenttypeFulltext


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