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FUNDAMENTAL CHARACTERISTICS OF NEW HIGH MODULUS CFRP MATERIALS FOR STRENGTHENING STEEL BRIDGES AND STRUCTURES

机译：新型高模量CFRp加固钢桥和结构材料的基本特性

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Mina Dawood; Emmett Sumner; Sami Rizkalla;
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1. Behavior of steel monopoles strengthened with high-modulus CFRP materials [J] . B. Lanier, D. Schnerch, S. Rizkalla Thin-Walled Structures . 2009,第10期

机译：高模量CFRP材料增强钢单极子的行为
2. Fatigue and Overloading Behavior of Steel-Concrete Composite Flexural Members Strengthened with High Modulus CFRP Materials [J] . M. Dawood, S. Rizkalla, E. Sumner Journal of Composites for Construction . 2007,第6期

机译：高模量CFRP材料加固的钢-混凝土组合抗弯构件的疲劳和超载行为
3. Closure to 'Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips' by David Schnerch and Sami Rizkalla [J] . David Schnerch, Sami Rizkalla Journal of bridge engineering . 2010,第1期

机译：David Schnerch和Sami Rizkalla对“高模量CFRP带钢桥的抗弯加固”的关闭
4. FUNDAMENTAL CHARACTERISTICS OF NEW HIGH MODULUS CFRP MATERIALS FOR STRENGTHENING STEEL BRIDGES AND STRUCTURES [C] . Mina Dawood, Emmett Sunnier, Sami Rizkalla International Conference on Advances in Engineering Structures, Mechanics amp; Construction; 20060514-17; Waterloo(CA) . 2006

机译：新型高模量CFRP材料用于加固钢桥和结构的基本特性
5. Bond characteristics and environmental durability of CFRP materials for strengthening steel bridges and structures [D] . Dawood, Mina Magdy Riad 2008

机译：用于加固钢桥和结构的CFRP材料的粘结特性和环境耐久性
6. Reliability Analysis of CFRP-Strengthened RC Bridges Considering Size Effect of CFRP [O] . Hui-Bing Xie, Yuan-Feng Wang 2019

机译：考虑CFRP尺寸效应的CFRP加固RC桥的可靠度分析
7. Fatigue and overloading behavior of steel–concrete composite flexural members strengthened with high modulus CFRP materials [O] . M. Dawood, S. Rizkalla, E. Sumner Civil, 2015

机译：高模量CFRp材料加固钢 - 混凝土组合受弯构件的疲劳与超载特性
8. Strengthening Steel Bridge Girders Using CFRP [R] . Salama, T., Abd-El-Meguid, A. 2010

机译：用CFRp加固钢桥梁

FUNDAMENTAL CHARACTERISTICS OF NEW HIGH MODULUS CFRP MATERIALS FOR STRENGTHENING STEEL BRIDGES AND STRUCTURES

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