Paper Title:
Carrying Capacity Calculation of Externally Prestressed Profiled Steel Sheet Composite Slab
  Abstract

According to the structural features and actual load carrying status of externally prestressed profiled steel sheet composite slab, in consideration of the deformation of the whole prestressed structure, the prestressed incremental calculation formula is established with force method and the prestressed incremental calculation formulas for arranging reinforcements in straight line or fold line with deviators; according to the positions of neutral axis, the stress-strain of externally pre-stressed profiled steel sheet and concrete composite slab section is analyzed so as to derive the calculation formulas for the elasticity bending bearing capacity and ultimate bending bearing capacity of the externally prestressed profiled steel sheet composite slab.

  Info
Periodical
Chapter
Chapter 1: Structural Engineering
Edited by
Xuejun Zhou
Pages
235-238
DOI
10.4028/www.scientific.net/AMM.94-96.235
Citation
L. Liu, J. B. Yi, F. Wang, "Carrying Capacity Calculation of Externally Prestressed Profiled Steel Sheet Composite Slab", Applied Mechanics and Materials, Vols. 94-96, pp. 235-238, 2011
Online since
September 2011
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Price
$32.00
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