Bond Durability Factor for Externally Bonded CFRP
Systems in Concrete Structures

Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Tatar,Jovan
Định dạng:	text
Ngôn ngữ:	vie
Chủ đề:	Fiber-reinforced polymer (FRP);
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=24632
Từ khóa:	Thêm từ khóa bạn đọc Không có từ khóa, Hãy là người đầu tiên gắn từ khóa cho biểu ghi này!

Tài liệu tương tự

Characterization of FRP Uwrap Anchors for Externally Bonded FRP-Reinforced Concrete Elements: An Experimental Study
Thông tin tác giả:: Lee,Jaeha

Effects of temperature and sustained loading on the mechanical response of CFRP bonded to concrete
Thông tin tác giả:: Jeong,Yoseok

Fracture Properties of CFRP – Concrete Bond Subjected to Three Environmental Conditions
Thông tin tác giả:: Kabir,Muhammad Ikramul

Rational Approach for Evaluating Fire Resistance of FRP-Strengthened Concrete Beams
Thông tin tác giả:: Kodur,V. K. R.

Experimental Testing of Concrete Bridge-Deck Slabs Reinforced with Basalt-FRP Reinforcing Bars under Concentrated Loads
Thông tin tác giả:: Elgabbas,Fareed

Numerical Investigation on the Seismic Retrofitting of RC Beam – Column Connections Using Flange-Bonded CFRP Composites
Thông tin tác giả:: Eslami,A.

Experimental Study on FRP Tube Reinforced Concrete Columns under Different Loading Conditions
Thông tin tác giả:: Wang,Weiqiang

Behavior of Large-Scale Hybrid FRP – Concrete – Steel Double-Skin Tubular Beams with Shear Connectors
Thông tin tác giả:: Zhao,J. L.

Experimental Investigation of Bond between High-Modulus CFRP and Steel at Moderately Elevated Temperatures
Thông tin tác giả:: Sahin,Mehmet Ugur

Fundamental Mechanics Governing FRP-Retrofitted RC Beams with Anchored and Prestressed FRP Plates
Thông tin tác giả:: Oehlers,D. J.

Impact Behavior of FRP-Strengthened RC Beams without Stirrups
Thông tin tác giả:: Pham,Thong M.

Experimental Study on Bond Behavior between CFRP Plates and Steel Substrates Using Digital Image Correlation
Thông tin tác giả:: Wang,Hai-Tao

Evaluation of the Static and Dynamic Behaviors of Long-Span Suspension Bridges with FRP Cables
Thông tin tác giả:: Yang,Yaqiang

Implementation of Bond Durability in the Design of Flexural Members with Externally Bonded FRP
Thông tin tác giả:: Tatar,Jovan

Experimental Study on Dynamic Behavior of CFRP-to-Concrete Interface
Thông tin tác giả:: Huo,Jingsi

An experimental investigation into the bond-slip behaviour between CFRP composite and lightweight concrete
Thông tin tác giả:: Allaf,Mustafa Hameed Al-

Use of CFRP to Maintain Composite Action for Continuous Steel – Concrete Composite Girders
Thông tin tác giả:: Sharif,Alfarabi M.

Mixed-mode fracture and load misalignment on the assessment of FRP-concrete bond connections /P. Neto a, ⇑ , J. Alfaiate b , D. Dias-da-Costa c,d , J. Vinagre a
Thông tin tác giả:: Neto,P.

Influence of External Compressive Stresses on the Performance of GFRP-to-Concrete Interfaces Subjected to Aggressive Environments: An Experimental Analysis
Thông tin tác giả:: Biscaia,Hugo C.

In-Plane Seismic Strengthening of Nonductile Reinforced Concrete Shear Walls Using Externally Bonded CFRP Sheets
Thông tin tác giả:: Woods,Joshua E.

Friction Characteristics of CFRP Plates in Contact with Copper Plates under High Contact Pressure
Thông tin tác giả:: Mohee,Faizul M.

Static and dynamic material properties of CFRP/epoxy laminates
Thông tin tác giả:: Zhang,Xihong

Mechanical Behavior and Design of FRP Structural Members at High and Low Service Temperatures
Thông tin tác giả:: Feng,Peng

Comparison of laboratory and ﬁeld environmental conditioning on FRP-concrete bond durability
Thông tin tác giả:: Tatar,Jovan

Using data mining algorithms to predict the bond strength of NSM FRP systems in concrete
Thông tin tác giả:: Coelho,Mário R.F.

Axial compressive behavior of FRP-conﬁned lightweight aggregate concrete: An experimental study and stress-strain relation model
Thông tin tác giả:: Zhou,Yingwu

Development of Load and Resistance Factor Design for FRP Strengthening of Reinforced Concrete Structures
Thông tin tác giả:: Atadero, Rebecca Anne
Thông tin xuất bản: (2007)

Probabilistic assessment of FRP-conﬁned reinforced concrete columns /Hassan Baji a, ⇑ , Hamid Reza Ronagh b , Chun-Qing Li a
Thông tin tác giả:: Baji,Hassan

Flexural behavior of preloaded reinforced concrete beams strengthened by prestressed CFRP laminates /Peng Gao a , Xianglin Gu b , Ayman S. Mosallam
Thông tin tác giả:: Gao,Peng

Finite element study on the impact responses of concrete masonry unit walls strengthened with ﬁber-reinforced polymer composite materials /Dongkeun Lee a , Alex Hak-Chul Shin b,
Thông tin tác giả:: Lee,Dongkeun

Experimental performance of RC beams strengthened with FRP materials under monotonic and fatigue loads
Thông tin tác giả:: Mahal,M.

Numerical simulation of bond-slip interface and tension stiffening in GFRP RC tensile elements /I. Vilanova, L. Torres, M. Baena ⇑ , M. Llorens
Thông tin tác giả:: Vilanova,I.

Static and Cyclic Compressive Properties of Self-Compacting Concrete-Filled Flax Fiber – Reinforced Polymer Tubes
Thông tin tác giả:: Xia,Yuanyuan

Deterioration of the FRP-to-concrete interface subject to moisture ingress: Effects of conditioning methods and silane treatment Shahrooz Amidi, Jialai Wang ⇑
Thông tin tác giả:: Amidi,Shahrooz

Seismic retroﬁtting of full-scale RC interior beam-column-slab subassemblies with CFRP wraps /Cailong Ma, Daiyu Wang, Zhenyu Wang
Thông tin tác giả:: Ma,Cailong

Basalt ﬁber ropes and rods: Durability tests for their use in building engineering /Enrico Quagliarini a , Francesco Monni b,n , Federica Bondioli c , Stefano Lenci
Thông tin tác giả:: Quagliarini,Enrico

Fracture Performance of GFRP Bars Embedded in Concrete Beams with Cracks in an Alkaline Environment
Thông tin tác giả:: Yang,Wen-rui

Experimental and Numerical Study on Strengthening of Steel Members Subjected to Impact Loading Using Ultrahigh Modulus CFRP
Thông tin tác giả:: Mosawe,Alaa Al-

Shear Capacity of RC Beams with Carbon Fiber-Reinforced Polymer Stirrups with Rectangular Section
Thông tin tác giả:: Lee,C.

Effect of conﬁning pressure distribution on the dilation behavior in FRP-conﬁned plain concrete columns using stone, brick and recycled aggregates
Thông tin tác giả:: Choudhury,M.S.I.