State-of-the-art review of FRP composites for major construction with high performance and longevity
暂无分享,去创建一个
Xin Wang | Mohammad Noori | Zhishen Wu | Xing Zhao | Zhishen Wu | Mohammad Noori | Xin Wang | Xing Zhao
[1] Christopher K.Y. Leung,et al. FRP debonding from a concrete substrate: Some recent findings against conventional belief , 2006 .
[2] Vistasp M. Karbhari,et al. Design factors, reliability, and durability prediction of wet layup carbon/epoxy used in external strengthening , 2007 .
[3] Kypros Pilakoutas,et al. Applicability of Basalt FRP in Strengthening of RC Beams , 2007 .
[4] R. N. Swamy,et al. Holistic design of RC beams and slabs strengthened with externally bonded FRP laminates , 2006 .
[5] Bruce R. Ellingwood,et al. Reliability-Based Evaluation of Flexural Members Strengthened with Externally Bonded Fiber-Reinforced Polymer Composites , 2010 .
[6] Julio F. Davalos,et al. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures , 2007 .
[7] C. Bakis,et al. Self-monitoring, pseudo-ductile, hybrid FRP reinforcement rods for concrete applications , 2001 .
[8] Yan Xiao,et al. Behavior of Concrete Filled Tubes and Confined Concrete Filled Tubes under High Speed Impact , 2007 .
[9] Scott T Smith,et al. Intermediate crack-induced debonding in RC beams and slabs , 2003 .
[10] Guijun Xian,et al. Hygrothermal Ageing of an Epoxy Adhesive Used in FRP Strengthening of Concrete , 2008 .
[11] Thomas Keller,et al. Modeling of stiffness of FRP composites under elevated and high temperatures , 2008 .
[12] Xin Wang,et al. Tensile Properties of CFRP and Hybrid FRP Composites at Elevated Temperatures , 2009 .
[13] K. Mosalam,et al. Nonlinear transient analysis of reinforced concrete slabs subjected to blast loading and retrofitted with CFRP composites , 2001 .
[14] Montgomery T. Shaw,et al. Investigation of basalt fiber composite aging behavior for applications in transportation , 2006 .
[15] Venkatesh Kodur,et al. Numerical Model for Tracing the Response of FRP-Strengthened RC Beams Exposed to Fire , 2010 .
[16] L. Hollaway. A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties , 2010 .
[17] Abdeldjelil Belarbi,et al. An experimental study on the effect of environmental exposures and corrosion on RC columns with FRP composite jackets , 2007 .
[18] A. Machida,et al. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review , 2002 .
[19] A. Ang,et al. Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .
[20] Zhishen Wu,et al. Modeling of Shear Capacity of RC Beams Strengthened with FRP Sheets Based on FE Simulation , 2013 .
[21] John J. Lesko,et al. Experimental investigations on temperature-dependent thermo-physical and mechanical properties of pultruded GFRP composites , 2008 .
[22] Mohamed F. M. Fahmy,et al. Evaluating and proposing models of circular concrete columns confined with different FRP composites , 2010 .
[23] Yan Xiao,et al. Residual Performance of FRP-Retrofitted RC Columns after Being Subjected to Cyclic Loading Damage , 2006 .
[24] Tibor Czigány,et al. Special manufacturing and characteristics of basalt fiber reinforced hybrid polypropylene composites: Mechanical properties and acoustic emission study , 2006 .
[25] Till Vallée,et al. Modeling of thermo-physical properties for FRP composites under elevated and high temperature , 2007 .
[26] Tamon Ueda,et al. JSCE RECOMMENDATIONS FOR UPGRADING OF CONCRETE STRUCTURES WITH USE OF CONTINUOUS FIBER SHEETS , 2001 .
[27] Tao Yu,et al. Hybrid FRP-concrete-steel tubular columns : concept and behavior , 2007 .
[28] Zhishen Wu,et al. Evaluating and Proposing Models of Predicting IC Debonding Failure , 2008 .
[29] D. M. Jerome,et al. Simulation of the dynamic response of concrete beams externally reinforced with carbon-fiber reinforced plastic , 1997 .
[30] Jongsung Sim,et al. Characteristics of basalt fiber as a strengthening material for concrete structures , 2005 .
[31] M. Wisnom,et al. Size effects in unnotched tensile strength of unidirectional and quasi-isotropic carbon/epoxy composites , 2008 .
[32] Michael R Wisnom,et al. Reduction in tensile and flexural strength of unidirectional glass fibre-epoxy with increasing specimen size , 1997 .
[33] Brian Y. Lattimer,et al. Structural response of FRP composites during fire , 2009 .
[34] Stephanie L. Walkup,et al. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02) , 2005 .
[35] Kuo-Chun Chang,et al. Size and Shape Effects on Strength and Ultimate Strain in FRP Confined Rectangular Concrete Columns , 2012 .
[36] Wim Van Paepegem,et al. Fatigue damage modeling of fibre-reinforced composite materials: Review , 2001 .
[37] Mjn Priestley,et al. Seismic Design and Retrofit of Bridges , 1996 .
[38] Hamid Saadatmanesh,et al. Environmental Effects on Mechanical Properties of Wet Lay-Up Fiber-Reinforced Polymer , 2010 .
[39] Lei Zeng,et al. Experimental Studies of Concrete Beams Strengthened With Prestressed CFRP Laminates , 2008 .
[40] Zhishen Wu,et al. Mechanical Properties of Steel-FRP Composite Bar under Uniaxial and Cyclic Tensile Loads , 2010 .
[41] Yan Xiao,et al. Compressive Behavior of Concrete Confined by Carbon Fiber Composite Jackets , 2000 .
[42] T. Keller. USE OF FIBRE REINFORCED POLYMERS IN BRIDGE CONSTRUCTION , 2003 .