scholarly journals Concrete structures. Contribution to the safety assessment of existing structures

2015 ◽  
Vol 8 (3) ◽  
pp. 365-389
Author(s):  
D. COUTO ◽  
M. CARVALHO ◽  
A. CINTRA ◽  
P. HELENE

The safety evaluation of an existing concrete structure differs from the design of new structures. The partial safety factors for actions and resistances adopted in the design phase consider uncertainties and inaccuracies related to the building processes of structures, variability of materials strength and numerical approximations of the calculation and design processes. However, when analyzing a finished structure, a large number of unknown factors during the design stage are already defined and can be measured, which justifies a change in the increasing factors of the actions or reduction factors of resistances. Therefore, it is understood that safety assessment in existing structures is more complex than introducing security when designing a new structure, because it requires inspection, testing, analysis and careful diagnose. Strong knowledge and security concepts in structural engineering are needed, as well as knowledge about the materials of construction employed, in order to identify, control and properly consider the variability of actions and resistances in the structure. With the intention of discussing this topic considered complex and diffuse, this paper presents an introduction to the safety of concrete structures, a synthesis of the recommended procedures by Brazilian standards and another codes, associated with the topic, as well a realistic example of the safety assessment of an existing structure.

Author(s):  
Yonghong Yang ◽  
Yu Chen ◽  
Zude Tang

Increasing traffic volume and insufficient road lanes often require municipal roads to be reconstructed and expanded. Where a road passes under a bridge, the reconstruction and expansion project will inevitably have an impact on the bridge. To evaluate the safety impact of road engineering projects on bridges, this paper evaluates the safety of the roads and ancillary facilities of highway bridges involved in municipal road engineering projects. Based on a comprehensive analysis of the safety factors of municipal roads undercrossing existing bridges, a fuzzy comprehensive analytic hierarchy process (AHP) evaluation method for the influence of road construction on the safety of existing bridges is proposed. First, AHP is used to select 11 evaluation factors. Second, the target layer, criterion layer, and index layer of evaluation factors are established, then a safety evaluation factor system is formed. The three-scale AHP model is used to determine the weight of assessment indexes. Third, through the fuzzy comprehensive AHP evaluation model, the fuzzy hierarchical comprehensive evaluation is carried out for the safety assessment index system. Finally, the fuzzy comprehensive evaluation method is applied to the engineering example of a municipal road undercrossing an existing expressway bridge. The comprehensive safety evaluation of the existing bridge reflects the practicability and feasibility of the method. It is expected that, with further development, the method will improve the decision-making process in bridge safety assessment systems.


2019 ◽  
Vol 12 (6) ◽  
pp. 1288-1304
Author(s):  
W. C. SANTIAGO ◽  
H. M. KROETZ ◽  
A. T. BECK

Abstract This paper presents a reliability-based calibration of partial safety factors for Brazilian codes used in the design of concrete structures. The work is based on reliability theory, which allows an explicit representation of the uncertainties involved in terms of resistances and loads. Regarding the resistances, this study considers beams with concrete of five classes (C20, C30, C40, C50 and C60), three ratios between base and effective depth (0.25, 0.50 and 0.75), three longitudinal reinforcement ratios (ρmin, 0.5% and ρmax) and three transverse reinforcement ratios ( A s s m i n, 5 . A s s m i n and A s s m a x). In terms of loads, this work considers seven ratios between live loads and permanent loads (qn/gn), and seven ratios between wind loads and permanent loads (wn/gn). The study also adopts a single value for the target reliability index (βtarget = 3.0). Results show that the optimized set of partial safety factors leads to more uniform reliability for different design situations and load combinations.


1997 ◽  
Vol 5 ◽  
pp. 667-678 ◽  
Author(s):  
H. Frantzich ◽  
B. Holmquist ◽  
L. Lundin ◽  
S. Magnusson ◽  
J. Ryden

Author(s):  
Hassan M. Zaghloul ◽  
Beverley F. Ronalds

Current engineering practice provides a safety level in the design of structures through the use of explicit safety factors (ESF), which consist of resistance factors (for working stress design or WSD) and/ or load factors (for load resistance factor design or LRFD). The WSD factors have been derived by experience, judgment and observation of actual behavior of existing structures, while LRFD factors were calibrated from WSD factors to yield, on average, similar safety/ reliability levels. In both methods, the proportioning of each element of a structure, rather than performance of the whole structure, is addressed. A platform is considered “unsafe” if ESF are consumed, which may be due to significant increase in the loading and/ or deterioration in the resistance. However, the presence of other safety factors, termed implicit safety factors (ISF), provides local and global safety levels that could considerably increase ESF, and may be utilized to avoid structural intervention, or at least limit its extent. The ISF are, in essence, available defenses for an existing structure, which contribute in a certain way to enhance the safety level. The recognition and exploitation of ISF may result in avoiding expensive construction intervention and bring about economical benefits without compromising the safety levels implied by design codes. The benefits extend to the decision-making process related to inspection, maintenance and operation of an existing structure. For a new design, the utilization of ISF may reduce structural weight and subsequently procurement, fabrication and installation costs. This paper reveals ISF and presents the basis of a development aiming at a method to account for their effect on the deterministic formulation of a code specific to the Arabian Gulf.


Author(s):  
André Orcesi ◽  
Vazul Boros ◽  
Marija Kušter Marić ◽  
Ana Mandić Ivanković ◽  
Miroslav Sýkora ◽  
...  

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