Experiment and Theory Study on Ultimate Bearing Capacity of Reinforced Concrete Tubular Hollow Continuous Slab-Reference-Cited by-同舟云学术

Experiment and Theory Study on Ultimate Bearing Capacity of Reinforced Concrete Tubular Hollow Continuous Slab

Published:2012-10 Issue: Volume:204-208 Page:782-785
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Zhang Zhen Hao¹,Yang Wei Jun¹,He Zhi Gang¹

Affiliation:

1. Changsha University of Science and Technology

Abstract

The tubular hollow slab inside which GBF high-strength thin-wall pipes are placed is a new type of hollow structure. First the ultimate bearing capacity of tubular hollow continuous slab is measured by experiment. Then the ultimate bearing capacity of the tubular hollow continuous slab is studied by plastic limit analysis method. And the complete solution of structural ultimate load under condition of full internal force redistribution is solved. The study show that the measured values of ultimate load are all a little larger than the theoretical values of ultimate load, which shows that the tubular hollow slab develop full internal force redistribution. So it can be concluded that the tubular hollow slab has fine performance of plastic internal force redistribution.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.204-208.782.pdf

Reference4 articles.

1. P·R·China·Development and Reform Committee: JC/T952-2005 Glass Fabric Reinforcement Cement Permanent Tubular Core Formwork (Beijing: China BuildingMaterial Indus-try Publishing House, 2005).

2. QUAN Xueyou, SUN Huilang, WANG Wei. Experimental StudyonMechanical Properties of One-wayModel Slab from Cast-in-situFloor System with One-way Cylindrical Cavity. Journal of Building Structures, Vol. 26(2005), pp.53-59.

3. Wei-Jun Yang, Zhen-Hao Zhang, Chen-Wei Liu. Experimental Study on Mechanical Property of Stiffening-ribbed-hollow-pipe Cast-in place Reinforced Concrete Girderless Floor. Journal of Civil Engineering and Architecture, Vol. 3(2009), pp.59-69.

4. Zhenhao Zhang. Research on Structural Dynamic Reliability Theory and Seismic Reliability Analysis of Reinforced Concrete Beam Bridge. Changsha University of Science and Technology Doctor's Degree Thesis, (2010).

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