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Investigation of Non-Uniform Rust Distribution and Its Effects on Corrosion Induced Cracking in Reinforced Concrete

机译：对钢筋混凝土腐蚀诱导腐蚀抗腐蚀抗腐蚀的研究

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Wahyuniarsih Sutrisno; Priyo Suprobo; Endah Wahyuni; Data Iranata;
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1. Investigation of Non-Uniform Rust Distribution and Its Effects on Corrosion Induced Cracking in Reinforced Concrete [J] . Wahyuniarsih Sutrisno, Priyo Suprobo, Endah Wahyuni, MATEC Web of Conferences . 2017,第1期

机译：对钢筋混凝土腐蚀诱导腐蚀抗腐蚀抗腐蚀的研究
2. Crack shape and rust distribution in corrosion-induced cracking concrete [J] . Yuxi Zhao, Jiang Yu, Bingyan Hu, Corrosion science . 2012,第Feba期

机译：腐蚀诱导开裂混凝土的裂缝形状和铁锈分布
3. Analytic model of non-uniform corrosion induced cracking of reinforced concrete structure [J] . ZHANG Xiao-gang, WANG Xue-zhi, LU Zhao-hui, 中南大学学报（英文版） . 2011,第003期

机译：钢筋混凝土结构非均匀腐蚀诱发裂缝的解析模型
4. Modelling of Non-Uniform Corrosion-Induced Cover Cracking in Reinforced Concrete [C] . Santiago Guzman, Jaime C. Galvez, Jose M. Sancho International conference on mechanics and physics of creep, shrinkage, and durability of concrete and concrete structures . 2015

机译：钢筋混凝土中非均匀腐蚀引起的覆盖裂纹的建模
5. Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures. [D] . Chen, E. 2015

机译：钢筋混凝土结构中钢筋腐蚀不均匀引起的混凝土开裂的计算模型。
6. Influence of Pore Networking and Electric Current Density on the Crack Pattern in Reinforced Concrete Test Due to Pressure Rust Layer at Early Ages of an Accelerated Corrosion Test [O] . Ángela M. Bazán, Encarnación Reyes, Jaime C. Gálvez 2019

机译：早期腐蚀试验中孔网和电流密度对钢筋混凝土试验中压力锈层造成的裂缝模式的影响
7. Modelling of non-uniform corrosion-induced cover cracking in reinforced concrete [O] . Guzmán Santiago, Galvez Ruiz Jaime Carlos, Sancho José M. 2015

机译：钢筋混凝土中非均匀腐蚀引起的覆盖裂纹的建模
8. Investigation of the Resistance of Several New Metallic Reinforcing Bars to Chloride-Induced Corrosion in Concrete;Interim Rept [R] . Clemena, G. G. 2003

机译：添加到阅览室阅读软件下载与<<几种新型金属钢筋对混凝土氯离子腐蚀的抵抗力研究>>相关文章

Investigation of Non-Uniform Rust Distribution and Its Effects on Corrosion Induced Cracking in Reinforced Concrete

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