In-Service Analytical Investigation of Precast-Concrete, Short-Span, Skewed Bridges with Integral Abutment Walls

2006 ◽  
Vol 9 (2) ◽  
pp. 213-227 ◽  
Author(s):  
Daniel N. Farhey ◽  
Manoochehr Zoghi
2019 ◽  
Vol 2019 ◽  
pp. 1-12 ◽  
Author(s):  
Ji-Hun Kim ◽  
Won-Kee Hong ◽  
Hee-Cheul Kim ◽  
Seong-Kyum Kim

This study aims to evaluate flexural strength based on the inelastic neutral axis calculated from all stress states of the proposed precast composite columns with hybrid beam-column joints, which facilitate the erection of concrete precast frames in a similar manner to that used for steel frames. It was also shown analytically that hybrid joints with headed studs contribute significantly to the flexural moment capacity and effectively increase the flexural structural performance of precast composite columns. The strain compatibility-based analytical results were compared with test data, showing results with an error of less than 8% at the critical section for the maximum load limit state of specimens. It is observed that the strength contributed by steel sections and headed studs increased by 30% and 35% at the yield limit state and maximum load limit, respectively, reducing the dependence on rebars. The total contribution of the headed studs was as large as 12.2% (average of the two layers of headed studs) at the maximum load limit state, whereas the strength provided by the tensile rebars decreased from 90.5% to 63.9% for the specimen with headed studs at the maximum load limit state.


PCI Journal ◽  
2013 ◽  
Vol 58 (3) ◽  
pp. 111-123 ◽  
Author(s):  
Stephen Pessiki ◽  
Jonathan Bayreuther

2016 ◽  
Vol 28 (5) ◽  
pp. 545-553
Author(s):  
Dae-Ho Seol ◽  
Kyoung-Chan Lee ◽  
Ki-Hyun Kim ◽  
Seok-Goo Youn

2019 ◽  
Vol 11 (5) ◽  
pp. 1307 ◽  
Author(s):  
Moacir Kripka ◽  
Victor Yepes ◽  
Cleovir Milani

Owing to the elevated cost of bridges, especially when compared to the cost of roads, their rational design and material selection are fundamental properties to consider when aiming to reduce the environmental impacts and lengthen the lifespan of the bridge. Especially in developing countries, the construction of new bridges (mainly short spanned) is still a necessity, and it is important that these new structures are designed according to all the sustainability parameters, instead of being based only on the construction cost. Thus, the present work aims to study short-span bridges by integrating environmental assessments into the decision-making process. To achieve this goal, three short-span bridge designs, proposed by public organizations in Brazil, are evaluated: Precast concrete bridge, mixed concrete/steel bridge, and timber bridge. In order to allow comparison, the same location and span are considered. The structures are evaluated considering the following quantitative aspects: Cost of construction, assembly and material transportation, lifespan, and environmental impact (measured by the global warming potential, GWP). In addition, some more subjective factors are considered, such as the architecture (layout and appearance) and the user’s sensation of security. The selection is made by the adoption of two multi-criteria decision-making methods (analytic hierarchy process or AHP and Vikor). The results obtained with both methods indicate the mixed concrete/steel bridge as the most adequate alternative. Some additional analysis is performed in order to evaluate the influence of the qualitative aspects, as well as to study the importance of the variations in the costs on the results.


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