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[PDF] Top 20 Evaluation of MMFX Steel for Concrete Bridge Decks

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Evaluation of MMFX Steel for Concrete Bridge Decks

Evaluation of MMFX Steel for Concrete Bridge Decks

... three bridge decks reached their predicted punching capacities and ultimately failed in punching ...the bridge deck reinforced with significantly less MMFX ...the decks maintained ... See full document

147

Evaluation of the Depth of Deteriorations in Concrete Bridge Decks with Asphalt Overlays Using Air-Coupled GPR: A Case Study from a Pilot Bridge on Korean Expressway

Evaluation of the Depth of Deteriorations in Concrete Bridge Decks with Asphalt Overlays Using Air-Coupled GPR: A Case Study from a Pilot Bridge on Korean Expressway

... expressway bridge decks has been explored (Suh et ...of bridge deck concrete with asphalt overlays is mainly based on the relative permittivity value of the inter- face between the asphalt ... See full document

17

Modal analysis of concrete bridge decks subjected to free vibration

Modal analysis of concrete bridge decks subjected to free vibration

... the bridge structure, the frequencies and mode shapes obtained through the dynamic test serve to verify the adequacy of the analytical ...of bridge design, a dynamic analysis is not required in the design ... See full document

31

Condition Assessment of Concrete Bridge Decks Using Ground and Airborne Infrared Thermography

Condition Assessment of Concrete Bridge Decks Using Ground and Airborne Infrared Thermography

... for bridge displacement failed to realize long-term and real-time dynamic monitoring of bridge structures, essentially because of their low degree of automation and insufficient precision (Zhao et ... See full document

254

Seismic Analysis of Continuous Steel Concrete Composite Bridge

Seismic Analysis of Continuous Steel Concrete Composite Bridge

... suspension bridge built in the year ...based evaluation is used, which requires combining FE bridge analysis and field ...structural evaluation of bridges since components of the dynamic ... See full document

13

Investigation into Shrinkage of High Performance Concrete Used for Iowa Bridge Decks and Overlays

Investigation into Shrinkage of High Performance Concrete Used for Iowa Bridge Decks and Overlays

... outer steel ring was removed as shown in Figure ...interior steel ring were mounted at mid-height locations diametrically opposite to each ...the steel ring and connecting lead wires to the strain ... See full document

159

Field-Observed Cracking of Paired Lightweight and Normalweight Concrete Bridge Decks

Field-Observed Cracking of Paired Lightweight and Normalweight Concrete Bridge Decks

... of bridge decks occurs as a result of the design characteristics, materials used, mixture perfor- mance, construction practice, or some combination of these ...of concrete bridge decks ... See full document

13

Life Cycle Cost Model for Evaluating the Sustainability of Bridge Decks

Life Cycle Cost Model for Evaluating the Sustainability of Bridge Decks

... alternative concrete bridge deck designs: one a conventional steel reinforced concrete (SRC) deck with mechanical steel expansion joints, and the other an SRC deck with engineered ... See full document

8

MONITORING CORROSION RESISTANCE IN BRIDGE DECK REINFORCING STEEL: FIELD INVESTIGATION

MONITORING CORROSION RESISTANCE IN BRIDGE DECK REINFORCING STEEL: FIELD INVESTIGATION

... decades, bridge engineers have tried numerous techniques for corrosion protection in bridge decks, including increased concrete cover depth and the application of epoxy coating over the ... See full document

9

Behavior of GFRP Bridge Decks for Highway Bridges

Behavior of GFRP Bridge Decks for Highway Bridges

... traditional concrete and steel for the decking of highway ...composite bridge deck system which is produced by Martin Marietta Composites of Raleigh, ... See full document

117

Flexural Performance of MMFX Reinforcing Rebars in Concrete Structures

Flexural Performance of MMFX Reinforcing Rebars in Concrete Structures

... Stainless steel differs mainly from the carbon steel composition, structure, and ...Conventional steel is considered to be “Stainless” when the chromium content is greater than 12 ...stainless ... See full document

162

Fatigue Evaluation of Reinforced Concrete Highway Bridge

Fatigue Evaluation of Reinforced Concrete Highway Bridge

... The bridge assessment can be done by conducting laboratory experiments, field tests and also through analytical ...in bridge components under traffic loads and heavy vehicle crossings. Bridge ... See full document

9

Transverse slab reinforcement design of concrete bridge deck: A review

Transverse slab reinforcement design of concrete bridge deck: A review

... in concrete bridge deck slab is ...of steel-free slab decks shows that, steel reinforcement could be totally removed provided a sufficient restraint to utilize arching action can be ... See full document

9

RFID Tags for Detecting Concrete Degradation in Bridge Decks

RFID Tags for Detecting Concrete Degradation in Bridge Decks

... the concrete through cracks, causing corrosion of the rebar and potentially leading to catastrophic failure if not ...in concrete, will fail due to corrosion in the same manner as rebar after prolonged ... See full document

28

Investigation of Likelihood of Cracking in Reinforced Concrete Bridge Decks

Investigation of Likelihood of Cracking in Reinforced Concrete Bridge Decks

... type, concrete strength, and girder type were the most important design factors influencing trans- verse ...72 bridge decks in ...with steel and prestressed concrete ...for steel ... See full document

15

Durability of hybrid concrete-FRP bridge decks

Durability of hybrid concrete-FRP bridge decks

... FRP materials have a number of advantages over conventional materials. The main advantage of FRP material are their high strength to weight ratio, this can be up to five times that of steel. Furthermore FRP do not ... See full document

132

Response of existing rubber bearing and designed base isolator for malaysian highway bridges

Response of existing rubber bearing and designed base isolator for malaysian highway bridges

... The finite elements models are developed based on the properties of the designed base isolator and than the comparison are made between this isolator and the existing bridge rubber bearing. The response spectrum ... See full document

10

Effects of pre-cracks on both initiation and propagation of re-bar corrosion in pure carbon dioxide

Effects of pre-cracks on both initiation and propagation of re-bar corrosion in pure carbon dioxide

... the steel- concrete interface must be due to carbon dioxide gas through ...ring steel bar, this will not change the conclusion that interface between steel bars and mortar is fully carbonated ... See full document

11

Seismic Performance Analysis of Bridges with Isolation Devices Enhanced by Hybrid Dynamic Substructuring

Seismic Performance Analysis of Bridges with Isolation Devices Enhanced by Hybrid Dynamic Substructuring

... span Steel Concrete Composite Bridge made with Hot rolled I-girders (SCCBH) has been ...a steel I-girder and a Concrete Cross Beam (CCB); ii) the development of a novel mechanical model ... See full document

280

Rotational Capacity of Beam-Column with High Strength Steel

Rotational Capacity of Beam-Column with High Strength Steel

... strength steel since the rotational capacity mainly results from the material properties of the steel, and the yield stress of the steel has recently become ...strength steel and normal ... See full document

6

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