Javascript must be enabled to continue!
Pathological manifestations in a prestressed concrete flat slab building - a case study: part I - structure analysis.
View through CrossRef
Prestressed concrete flat slabs with unbonded tendons are widely used in Brazil due to their advantages. However, the bold achieved with the use of prestressed buildings often results in highly complex projects and non-trivial considerations in the engineer's daily work. This work aims to present a case study of a commercial building constructed in Rio Grande do Sul, consisting of prestressed concrete flat slabs with unbonded tendons, where pathological manifestations occurred even during the construction phase, such as excessive deflections, cracks in the prestressed slabs, and some partial ruptures of structural elements. The work presents the pathological manifestations at the building and the structural analysis, as well as a succinct presentation of the reinforcement techniques used.
Alconpat Internacional
Title: Pathological manifestations in a prestressed concrete flat slab building - a case study: part I - structure analysis.
Description:
Prestressed concrete flat slabs with unbonded tendons are widely used in Brazil due to their advantages.
However, the bold achieved with the use of prestressed buildings often results in highly complex projects and non-trivial considerations in the engineer's daily work.
This work aims to present a case study of a commercial building constructed in Rio Grande do Sul, consisting of prestressed concrete flat slabs with unbonded tendons, where pathological manifestations occurred even during the construction phase, such as excessive deflections, cracks in the prestressed slabs, and some partial ruptures of structural elements.
The work presents the pathological manifestations at the building and the structural analysis, as well as a succinct presentation of the reinforcement techniques used.
Related Results
Reliability Assessment Approach for Fire-resistance Performance of Prestressed Steel-Concrete Box Girder Bridges
Reliability Assessment Approach for Fire-resistance Performance of Prestressed Steel-Concrete Box Girder Bridges
This paper uses probability method to evaluate the fire safety performance of prestressed steel-concrete beam bridges based on simulation experimental research. Firstly, fire simul...
EXPERIMENTAL STUDY ON SHEAR PERFORMANCE AND BEARING CAPACITY OF PRESTRESSED CONCRETE T-BEAMS
EXPERIMENTAL STUDY ON SHEAR PERFORMANCE AND BEARING CAPACITY OF PRESTRESSED CONCRETE T-BEAMS
Prestressed concrete t-beams have complex shear mechanism, and their shear performance is influenced by various factors, such as flange width and prestress. The shear performance o...
Hydatid Disease of The Brain Parenchyma: A Systematic Review
Hydatid Disease of The Brain Parenchyma: A Systematic Review
Abstarct
Introduction
Isolated brain hydatid disease (BHD) is an extremely rare form of echinococcosis. A prompt and timely diagnosis is a crucial step in disease management. This ...
Analysis of the Condition of Tendons in Prestressed Concrete Structures
Analysis of the Condition of Tendons in Prestressed Concrete Structures
Prestressing Steel Fracture Detection
Bernd Hillemeier, Simon Knapp, Thomas Luther
Abstract
The earliest possible non-destructive location of a prestressing steel fracture is a...
Research Flexural Properties of Prestressed Slabs
Research Flexural Properties of Prestressed Slabs
This paper is aimed to study on the flexural performance of prestressed slab and prestressed composite slab ,in order to provide the reference in engineering.At first,the prestress...
Investigation of prestressed hollow core concrete slabs at elevated temperatures
Investigation of prestressed hollow core concrete slabs at elevated temperatures
This paper investigates the behaviour and design of full-scale prestressed hollow core one-way spanning concrete slabs under fire conditions. The hollow core slabs were simply-supp...
FRICTION TEST AND PARAMETER ANALYSIS OF PRESTRESSED CONCRETE CONTINUOUS BEAM BRIDGE
FRICTION TEST AND PARAMETER ANALYSIS OF PRESTRESSED CONCRETE CONTINUOUS BEAM BRIDGE
The prestressed ducts of prestressed concrete continuous girder bridges are usually three-dimensionally distributed and long in length. The control of prestress loss during constru...
Evaluation of the effects of recycled aggregates on the properties of high performance concrete
Evaluation of the effects of recycled aggregates on the properties of high performance concrete
In recent decades, the use of High Performance Concrete (HPC) has grown vastly, being used in multiple applications with high requirements. However, the use of recycled aggregates ...

