Author: Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages :
Book Description
Analytical and Experimental Evaluation of Stiffness Parameters of Voided Concrete Slab Bridges: Strength design of longitudinally and transversely posttensioned voided slab bridges
Author: Analytical and Experimental Evaluation of Stiffness Parameters of Voided Concrete Slab Bridges
Author: Final Report, Analytical and Experimental Evaluation of Stiffness Parameters of Voided Concrete Slab Bridges
Author: Rajan SenPublisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 234
Book Description
HRIS Abstracts
Author: Proceedings
Author: Analytical and Experimental Evaluation of a Precast, Post- Tensioned, Segmental Flat Slab Bridge System for Service Level Fatigue Loading
Author: Haskel MayerACI Structural Journal
Author: Non-linear Behaviour of Reinforced Concrete Voided Slab Bridges
Author: Publisher:
ISBN: 9780921303145
Category :
Languages : en
Pages : 13
Book Description
An experimental and theoretical study was conducted to define and explain the general inelastic deformational behaviour of reinforced concrete voided slabs under symmetrical and unsymmetrical cases of loading up to failure. In the experimental phase of this work, six voided reinforced concrete slabs were tested. The varying parameters for these tested slabs were the void-depth ratio and the percentage of the longitudinal and the transverse reinforcement. In the theoretical phase of the study, a nonlinear finite element analysis was conducted for reinforced concrete voided slabs. In this analysis, a layered rectangular element was developed in order to account for the varied material properties within an element. Each layer may have different properties, corresponding to its state of stress or strain, its material, or its geometry. The theoretical phase of this study, was also undertaken to test the validity of orthotropic plate theory in analyzing voided reinforced concrete slabs, especially after cracking of concrete. The results of this experimental-theoretical study were combined with other available information to formulate some recommendations concerning the design, construction, analysis and economy of this type of bridge. For the covering abstract of the Conference see IRRD Abstract No. 807839.
Building Industry Technology
Author: Shear in skew reinforced concrete slab bridges: analytical and experimental studies
Author: R. J. CopePublisher:
ISBN:
Category : Civil engineering
Languages : en
Pages :
Book Description