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

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

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Amidi,Shahrooz
Định dạng:	text
Ngôn ngữ:	vie
Chủ đề:	Epoxy Fiber reinforced polymers Concrete
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=17003
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

Evaluation of the ﬁll yarns effect on the out-of-plane compressive fatigue behavior for an unidirectional glass ﬁber reinforced epoxy composite /Víctor San Juan a , Eduardo Fernández a , Gonzalo Pincheira b , Manuel Meléndrez b , Paulo Flores
Thông tin tác giả:: Juan,Víctor San

Fatigue-induced deterioration of the interface between micro-polyvinyl alcohol (PVA) ﬁber and cement matrix / Jishen Qiu, Xin-Ni Lim, En-Hua Yang
Thông tin tác giả:: Qiu, Jishen, và những người khác

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

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

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

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

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

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

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

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

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

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.

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.

Combined effect of carbonation and chloride ingress in concrete
Thông tin tác giả:: Zhu,Xingji

Improved Mode I fracture resistance of CFRP composites by reinforcing epoxy matrix with recycled short milled carbon ﬁbre
Thông tin tác giả:: Cholake,Sagar T.

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

Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints
Thông tin tác giả:: Feroldi,Francesca

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.

Development and performance evaluation of epoxy asphalt concrete modiﬁed with mineral ﬁber
Thông tin tác giả:: Xue,Yongchao

Response of continuous concrete beams internally prestressed with unbonded FRP and steel tendons /Tiejiong Lou a, ⇑ , Sergio M.R. Lopes a , Adelino V. Lopes
Thông tin tác giả:: Lou,Tiejiong

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)

Efficient spline design via feature-mapping for continuous fiber-reinforced structures
Thông tin tác giả:: Jannis, Greifenstein, và những người khác
Thông tin xuất bản: (2023)

Homogeneous and heterogeneous rheology and ﬂow-induced microstructures of a fresh ﬁber-reinforced mortar / F. Chalencon... [et al.]
Thông tin tác giả:: Chalencon, F., và những người khác

Innovative techniques for concrete reinforcement with polymers
Thông tin tác giả:: Foti,Dora

Experimental characterization of the post-cracking response in Hybrid Steel/Polypropylene Fiber-Reinforced Concrete
Thông tin tác giả:: Caggiano,Antonio

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

Monotonic and cyclic behaviour of lightweight concrete beams with and without steel ﬁber reinforcement
Thông tin tác giả:: Caratelli,Angelo

Ablation damage assessment of aircraft carbon ﬁber/epoxy composite and its protection structures suffered from lightning strike /F.S. Wang a, ⇑ , Y.Y. Ji b , X.S. Yu a , H. Chen a , Z.F. Yue a
Thông tin tác giả:: Wang,F.S.

Inﬂuence of porosity on ultrasonic wave velocity, attenuation and interlaminar interface echoes in composite laminates: Finite element simulations and measurements /Yosuke Ishii a,1 , Shiro Biwa a, ⇑ , Akira Kuraishi b
Thông tin tác giả:: Ishii,Yosuke

Effects of triangle-shape ﬁber on the transverse mechanical properties of unidirectional carbon ﬁber reinforced plastics /Lei Yang a , Xin Liu a, ⇑ , Zhanjun Wu a , Rongguo Wang b
Thông tin tác giả:: Yang,Lei

Utilization of rice husk ash in green natural ﬁber-reinforced cement composites: Mitigating degradation of sisal ﬁber / Jianqiang Wei, Christian Meyer
Thông tin tác giả:: Wei, Jianqiang, và những người khác

A new model for the cracking process and tensile ductility of Strain Hardening Cementitious Composites (SHCC) / Cong Lu, Christopher K.Y. Leung
Thông tin tác giả:: Lu, Cong, và những người khác

Transient dynamic behavior of polypropylene ﬁber reinforced mortar under compressive impact loading
Thông tin tác giả:: Zhang,Hua

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

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

Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures
Thông tin tác giả:: Tatar,Jovan

Effect of ﬁber types on creep behavior of concrete
Thông tin tác giả:: Zhao,Qingxin

Effect of steel ﬁbers on the shear behavior of high strength concrete beams
Thông tin tác giả:: Tahenni,T.