Residual performance of concrete–adhesive interface at elevated
temperatures

Residual performance of concrete–adhesive interface at elevated temperatures

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Namrou,Abdul R.
Định dạng:	text
Ngôn ngữ:	vie
Chủ đề:	Bond
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=26449
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

Modelling of near-surface mounted carbon ﬁbre reinforced polymer strips embedded in concrete with cement-based adhesive
Thông tin tác giả:: Saadi,Nihad Tareq Khshain Al-

Evaluation of bond performance between deformed bars and recycled aggregate concrete after high temperatures exposure
Thông tin tác giả:: Yang,Haifeng

Bond-Test Protocol for Plate-to-Concrete Interface Involving All Mechanisms
Thông tin tác giả:: Wu,Yu-Fei

The effects of material properties on bond strength between reinforcing bar and concrete exposed to high temperature
Thông tin tác giả:: Ergün,Ali

Surface treatment of materials for adhesive bonding / Sina Ebnesajjad
Thông tin tác giả:: Ebnesajjad, Sina

Investigation on concrete-PCM interface under elevated temperature: At material level and member level
Thông tin tác giả:: Rashid,Khuram

Experimental study of the bond performance and mechanical response of GFRP reinforced concrete
Thông tin tác giả:: Gu,Xingyu

Local bond performance of rebar embedded in steel-polypropylene hybrid ﬁber reinforced concrete under monotonic and cyclic loading
Thông tin tác giả:: Huang,Le

Statistical experimental design techniques to investigate the strength of adhesively bonded T-joints /L.S. Sutherland a , C. Amado b , C. Guedes Soares
Thông tin tác giả:: Sutherland,L.S.

Bond behavior of GFRP bar-concrete interface: Damage evolution assessment and FE simulation implementations /Fei Yan, Zhibin Lin ⇑
Thông tin tác giả:: Yan,Fei

Bond of reinforcing bars to steel ﬁber reinforced concrete
Thông tin tác giả:: Taengua,E. Garcia-

Improved bond behavior between GFRP rebar and concrete using calcium sulfoaluminate
Thông tin tác giả:: Wu,Chao

An explicit cohesive element combining cohesive failure of the adhesive and delamination failure in composite bonded joints /J. Neumayer ⇑ , H. Koerber, R. Hinterhölzl
Thông tin tác giả:: Neumayer,J.

Residual Properties of TMT Steel Bars after Exposure to Elevated Temperatures
Thông tin tác giả:: Raj,Hem

Modelling of NSM CFRP strips embedded in concrete using lap shear tests with epoxy adhesive /Nihad Tareq Khshain Al-Saadi a,b , Riadh Al-Mahaidi a, ⇑
Thông tin tác giả:: Saadi,Nihad Tareq Khshain Al-Saadi

Bond properties of lightweight concrete – A review
Thông tin tác giả:: Mo,Kim Hung

Analysis of the bond behaviour between prestressed strands and concrete in ﬁre
Thông tin tác giả:: Khalaf,Jamal

Hygrothermal behavior of a CFRR-metal adhesively bonded joint with coupled transfer of heat and moisture through the thickness /Ting Dai, Hong-Liang Dai
Thông tin tác giả:: Dai,Ting

Inﬂuence of recycled coarse aggregates on normal and high performance concrete subjected to elevated temperatures
Thông tin tác giả:: Laneyrie,Cléo

Bond behaviour between recycled aggregate concrete and glass ﬁbre reinforced polymer bars
Thông tin tác giả:: Baena,M.

Analysis of in situ bond strength of bonded concrete overlay
Thông tin tác giả:: Rith,Makara

Design of carbon/epoxy–aluminum hybrid upper arm of the pantograph of high-speed trains using adhesive bonding technique /Seung-Woo Jeon a , Yong Hyeon Cho b , Min-Gu Han c , Seung-Hwan Chan
Thông tin tác giả:: Jeon,Seung-Woo

Bond slip behavior of anchored CFRP strips on concrete surfaces
Thông tin tác giả:: Mertog˘lu,Çelebi

A nonlinear analytical model to predict the full-range debonding process of FRP-to-parent material interfaces free of any mechanical anchorage devices /Hugo C. Biscaia a, ⇑ , Isabel S. Borba b , Cinderela Silva b , Carlos Chastre
Thông tin tác giả:: Biscaia,Hugo C.

Effect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniques
Thông tin tác giả:: Salloum,Yousef A. Al-

Bond stress between conventional reinforcement and steel ﬁbre reinforced reactive powder concrete
Thông tin tác giả:: Bae,Baek-Il

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.

Analysis of bond-slip between concrete and steel bar in ﬁre /Jamal Khalaf, Zhaohui Huang
Thông tin tác giả:: Khalaf,Jamal

Mechanical behavior of concrete–resin/adhesive–FRP structural assemblies under low and high temperatures
Thông tin tác giả:: Ferrier,E.

Mechanical properties of steel ﬁbre reinforced geopolymer concretes at elevated temperatures
Thông tin tác giả:: Shaikh,Faiz Uddin Ahmed

Mechanical and physicochemical properties of ferro-siliceous concrete subjected to elevated temperatures
Thông tin tác giả:: Chu,Hong-yan

The development of axial force in restrained reinforced concrete columns at elevated temperatures
Thông tin tác giả:: Nguyen Truong Thang

Debt markets and investments
Thông tin tác giả:: Baker, H. Kent (editor), và những người khác

The inﬂuence of curing on restrained shrinkage cracking of bonded concrete overlays / Hans Beushausen, Nicholas Bester
Thông tin tác giả:: Beushausen, Hans, và những người khác

The properties of reactive powder concrete using PP ﬁber and pozzolanic materials at elevated temperature
Thông tin tác giả:: Jang,Hong-seok

Effect of pre-induced cyclic damage on the mechanical properties of concrete exposed to elevated temperatures
Thông tin tác giả:: Sinaie,S.

Mechanical properties of cold bonded quarry dust aggregate concrete subjected to elevated temperature
Thông tin tác giả:: Thomas,Job

Mechanical properties of cold bonded quarry dust aggregate concrete subjected to elevated temperature
Thông tin tác giả:: Thomas,Job

Evaluation of microstructural and microchemical aspects of high density concrete exposed to sustained elevated temperature
Thông tin tác giả:: Pillai,C. Sivathanu

Mechanical properties of lightweight concrete made with coal ashes after exposure to elevated temperatures
Thông tin tác giả:: Ahn,Y.B, và những người khác