对于土木工程外文文献及翻译论文范文.doc

　　对于土木工程外文文献及翻译论文范文 对于土木工程外文文献及翻译论文范文 导读：urne,VIC,3000,AustraliaDavidolyneaux3 and Rebecca Gravina3 (1) School of the Built Environment, Heriot elbourne, VIC, Australia (3) School of Civil, Environmental and Chemical Engineering, RMIT University, Melbourne, VIC, 3000, Australia David ber 2010 AbstractThis paper reports the results of a research project paring the effect of surface crack ed 12 and 16 mm mild steel reinforcing bars. The corrosion ination of the concrete and an applied DC current. The principal parameters investigated ent of the reinforcement, the cover depth, bar diameter, degree of corrosion and the surface crack width. The results indicated that potential relationship between the crack width and the bond strength. The res 3 4 5 6 7 8 9 10 对于土木工程外文文献及翻译论文范文 导读：econcrete.Thedeteriorationofreinforcedconcreteischaracterizedbyageneralorlocalizedlossofsectiononthereinforcingbarsandtheformationofexpansivecorrosionproducts.Thisdeteriorationcanaffectstructuresinanumberofens. Keyent is a major cause of the deterioration of reinforced concrete structures throughout the ent and the concrete ensures that reinforced concrete acts in a posite manner. Hoance is adversely affected. This is due to the formation of corrosion products on the steel surface, ation of expansive corrosion products. This deterioration can affect structures in a number of ways; the production of expansive products creates tensile stresses within the concrete, which can result in cracking and spalling of the concrete cover. This cracking can lead to ac 3 4 5 6 7 8 9 10 对于土木工程外文文献及翻译论文范文 导读：elsbeingproposed.Themajorityofthisresearchhasfocusedontherelationshipbetasslossofsteel)orthecurrentdensitydegree-3-山东建筑大学毕业设计外文文献及译文(corrosioncurrentappliedinacceleratedtesting)andcrackay impact upon the serviceability of the structure and the structural capacity [12, 25]. Previous research has investigated the impact of corrosion on bond [2–5, 7, 12, 20, 23–25, 27, 29], ber of models being propose