Fiber Reinforced Polymer Culvert Bridges—A Feasibility Study from Structural and LCC Points of View

Soil–steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low initial cost, rapid manufacture, simplified construction, and geometrical adaptability. SSCBs have a variety of applications and can be used...

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Veröffentlicht in:Infrastructures (Basel) Jg. 6; H. 9; S. 128
Hauptverfasser: Haghani, Reza, Yang, Jincheng, Gutierrez, Marte, Eamon, Christopher D., Volz, Jeffery
Format: Journal Article
Sprache:Englisch
Veröffentlicht: Basel MDPI AG 01.09.2021
Schlagworte:
Bearing strength
Bridge
Bridge failure
Bridge inspection
Bridge loads
Bridges
Case studies
Composite bridges
Composite materials
Concrete
Concrete slabs
Construction
Construction materials
Corrosion
Culvert
Design
Feasibility studies
Fiber composites
Fiber reinforced polymer (FRP)
Fiber reinforced polymers
Galvanized steel
Glass fiber reinforced plastics
Hypotheses
LCC analysis
Life cycle costs
Load
Load carrying capacity
Maintenance costs
Metal fatigue
Polymer matrix composites
Polymers
Rapid manufacturing
Roads & highways
Soils
Steel pipes
Steel structures
Traffic
Waterways
United States > US
Sweden
ISSN:2412-3811, 2412-3811
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Abstract Soil–steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low initial cost, rapid manufacture, simplified construction, and geometrical adaptability. SSCBs have a variety of applications and can be used over waterways or roadways. While conventional bridges tend to lose their load-carrying capacity due to degradation, SSCBs gain strength because of backfill soil consolidation. However, the load carrying capacity and integrity of such structures highly depends on the condition and load-carrying capacity of the steel arch element. A major drawback of SSCBs, especially those located on waterways or with poor drainage, is corrosion and subsequent loss of cross-sectional capacity. Unfortunately, the inspection of such bridges is not straightforward and any damage/collapse will be very costly to repair/replace. Fiber reinforced polymer (FRP) composites offer an attractive alternative to replace the steel in these types of bridges. FRP composites have significantly improved durability characteristics compared to steel, which will reduce maintenance costs and improve life-cycle costs (LLCs). This paper presents a new concept to use glass FRP as a construction material to construct soil–FRP composite bridges (SFCB). Various aspects of design and manufacturing are presented along with results and conclusions from a case study involving alternative bridge designs in steel and FRP composites.
AbstractList Soil–steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low initial cost, rapid manufacture, simplified construction, and geometrical adaptability. SSCBs have a variety of applications and can be used over waterways or roadways. While conventional bridges tend to lose their load-carrying capacity due to degradation, SSCBs gain strength because of backfill soil consolidation. However, the load carrying capacity and integrity of such structures highly depends on the condition and load-carrying capacity of the steel arch element. A major drawback of SSCBs, especially those located on waterways or with poor drainage, is corrosion and subsequent loss of cross-sectional capacity. Unfortunately, the inspection of such bridges is not straightforward and any damage/collapse will be very costly to repair/replace. Fiber reinforced polymer (FRP) composites offer an attractive alternative to replace the steel in these types of bridges. FRP composites have significantly improved durability characteristics compared to steel, which will reduce maintenance costs and improve life-cycle costs (LLCs). This paper presents a new concept to use glass FRP as a construction material to construct soil–FRP composite bridges (SFCB). Various aspects of design and manufacturing are presented along with results and conclusions from a case study involving alternative bridge designs in steel and FRP composites.
Soil–steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low initial cost, rapid manufac-ture, simplified construction, and geometrical adaptability. SSCBs have a variety of applications and can be used over waterways or roadways. While conventional bridges tend to lose their load-carrying capacity due to degradation, SSCBs gain strength because of backfill soil consolidation. However, the load carrying capacity and integrity of such structures highly depends on the condition and load-carrying capacity of the steel arch element. A major drawback of SSCBs, especially those located on waterways or with poor drainage, is corrosion and subsequent loss of cross-sectional capacity. Unfortunately, the inspection of such bridges is not straightforward and any damage/collapse will be very costly to repair/replace. Fiber reinforced polymer (FRP) composites offer an attractive alternative to replace the steel in these types of bridges. FRP composites have significantly improved durability characteristics compared to steel, which will reduce maintenance costs and improve life-cycle costs (LLCs). This paper presents a new concept to use glass FRP as a construction material to construct soil–FRP composite bridges (SFCB). Various aspects of design and manufacturing are presented along with results and conclusions from a case study involving alternative bridge designs in steel and FRP composites.
Author Yang, Jincheng
Eamon, Christopher D.
Volz, Jeffery
Gutierrez, Marte
Haghani, Reza
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  fullname: Yang, Jincheng
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  givenname: Marte
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  fullname: Eamon, Christopher D.
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  givenname: Jeffery
  surname: Volz
  fullname: Volz, Jeffery
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10.1016/j.matdes.2017.03.016
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10.1016/j.compstruct.2014.06.020
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10.1016/j.conbuildmat.2013.09.036
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ContentType Journal Article
Copyright 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Copyright_xml – notice: 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
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Snippet Soil–steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low...
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StartPage 128
SubjectTerms Bearing strength
Bridge
Bridge failure
Bridge inspection
Bridge loads
Bridges
Case studies
Composite bridges
Composite materials
Concrete
Concrete slabs
Construction
Construction materials
Corrosion
Culvert
Design
Feasibility studies
Fiber composites
Fiber reinforced polymer (FRP)
Fiber reinforced polymers
Galvanized steel
Glass fiber reinforced plastics
Hypotheses
LCC analysis
Life cycle costs
Load
Load carrying capacity
Maintenance costs
Metal fatigue
Polymer matrix composites
Polymers
Rapid manufacturing
Roads & highways
Soils
Steel pipes
Steel structures
Traffic
Waterways
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