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桥梁工程毕业设计外文翻译.doc
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1、Review of assessment and repair of fire-damaged RC highway bridgesAbstract:This paper presents a review of the progress of the research and engineering practice of assessment and repair of fire-damaged RC highway bridges,based on which existing and pressing problems of the evaluation method are poin
2、ted outAt last,Prospect for the development of assessment and repair of fire-damaged highway bridges is also proposedKey words:fire damage;assessment;repair techniques;RC structure;bridge1 PrefaceFires can cause great structural damage to bridges and major disruption to highway operationsThese incid
3、ents stem primarily from vehicle accident (often oil tanker) fires, bridges might also be damaged by fires in adjacent facilities and from other causesQuite a few of them,though rarely happened,lead to severe structural damage or collapse and casualtyOn June 2,2023,fire disaster broke out under the
4、18th span of Nanjing Yangtze River Bridge and lasted for approximate 75min During the fires development and extinguishment,the structure experienced the sharp rise and fall in temperature causing severe damage to fire- stricken segmentsOn April 29,2023,a gasoline tanker overturned on the connector f
5、rom Interstate 8O to Interstate 880 in CaliforniaThe intense heat from the subsequent fuel spill and fire weakened the stee1 underbelly of the elevated roadway ,collapsing approximately 165 feet of this elevated roadway onto a section of I880belowOn March 25,2023,Connecticut,United States,a tanker t
6、ruck carrying fuel swerved to avoid a car and overturned,dumping 8000 gallons of home heating oil onto the Howard Avenue overpass The consequent towering inferno melted the bridge structure and caused the southbound lanes to sag several feetUndocumented number of bridge fires occurring throughout th
7、e world each year cause varying degrees of disruption,repair actions,and maintenance costAlthough fires caused damage to the bridge structures ,some bridges continue to function after proper repair and retrofitStill in some situations they have to be repaired for the cause of traffic pressure even t
8、hough supposed to be dismantled and reconstructedHowever ,in other cases, structures are severely damaged in the fire disaster and fail to function even after repair,or the costs of repair and retrofit overweigh their reconstruction costs overwhelmingly even if they are repairable, under which situa
9、tion reconstruction serves as a preferable optionTherefore insitu investigation and necessary tests and analyses should be conducted to make comprehensive assessment of the residual mechanical properties and working statuses after fire and to evaluate the degrees of damage of members and structures
10、, in reference to which decisions are made to determine whether Fire damaged structures should be repaired or dismantled and reconstructedUrgent need from engineering practice highlighted the necessity to understand the susceptibility and severity of these incidents as wel1 as to review available in
11、formation on mitigation strategies,damage assessments,and repair techniques.2 Progress in Research and Engineering Practice2.1 Processes of Assessment and Repair of Fire damaged Bridge StructureIn China and most countries in the world,most highway bridges are built in RC structureAnd the practice of
12、 the assessment and repair techniques of bridge structure after fire directly refer to that of RC structure,which,to date,domestic and foreign scholars have made great amount of research on,with their theories and practices being increasingly mature .As for the assessment and repair of fire-damaged
13、reinforced concrete structures, there are two mainstream assessment processes in worldCountries including United States,United Kingdom and Japan adopt the assessment process stipulated by The British Concrete Society .This process grates the severity of fire damage of concrete structure into four de
14、grees according to the deflection, damage depth,cracking width, color, and loading capacity variation of fire-damaged structures and adopt four corresponding strategies (including demolish,strengthen after safety measures,strengthen. and strengthen in damaged segments) to deal with them accordingly
15、In general,this process is a qualitative method and considered,however,not quantity enough.In Chinese Mainland and Taiwan ,the prevailing as assessment and repair process of fire damaged incorporates following steps:In comparison this process is more detailed(1)Conduct In-situ inspections,measuremen
16、ts,and tests including color observation,concrete observation,degree of rebar exposure observation, cracking measurement, deflection measurement, various destructive and nondestructive test methods as grounds for assessment of firedamaged structures In assessment of the post -fire mechanical propert
17、ies of firedamaged structures,historical highest temperature and temperature distribution of structure during the fire serve as decisive factors The common methods to determine them incorporate petrographic analysis, ultrasonic method, Rebound method,Ignition Loss method,core test,and color observat
18、ion method(2)calculate to determine whether the fire-damaged structure can meet the demand of strength and deflection under working loads after fire using mechanical properties of rebar and concrete before and after fire based on the historical highest and temperature distribution of structures obta
19、ined from step one There are two main methods to evaluate the post -fire performance of fire-damaged structures:FEM method and Revised Classic Method(3)On the basis of test and calculation results obtained from step two,take corresponding repair strategies and particular methods to strengthen the fi
20、re-damaged structures.22 Repair TechniquesFor the repair of firedamaged bridge,proper repair methods should be taken according to the degree and range of the structures damageMeanwhile the safety and economy of the repair methods should be concerned with by avoiding destructing the original structur
21、e,preserving the valuable structural members, and minimizing unnecessary demolishment and reconstruction。Common repair techniques are listed as follows(1)Fire-damaged concrete ReplacementThe replacement of firedamaged concrete is the most common technique in damaged concrete repairIf the concrete st
22、ructure is damaged only within the concrete cover,it is preferable to remove the firedamaged concrete from the structure making the rebar exposed and to make up the removed part by means of recasting or concrete spraying If the displacement of the structure exceeds the controlled value or the embedd
23、ed rebar is buckled,the damaged structure should be otherwise handled。(2)CFRP strengtheningCFRP materials have strong tensile strength and elasticity as well as excellent workability and durability and are widely applied in engineering practice in recent years CFRP materials are used to boost the lo
24、ading capacity by adhering them to the edge of tensile region to replace the reinforced rebar .CFRP are especially suitable for the projects calling for boost of loading capacity while no extra weight is allowed(3)Structural member ReplacementFor slab bridges and girder bridges ,the decks of the bri
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