Durability of CFRP strengthened steel circular hollow section member
exposed to sea water

Durability of CFRP strengthened steel circular hollow section member exposed to sea water

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Kabir,M.H.
Định dạng:	text
Ngôn ngữ:	vie
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=27891
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

Durability of CFRP strengthened circular hollow steel members under cold weather: Experimental and numerical investigation
Thông tin tác giả:: Kabir,M.H.

Flexural Strengthening of Structural Steel Angle Sections Using CFRP: Experimental Investigation
Thông tin tác giả:: Madhavan,Mahendrakumar

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

Experimental Studies on Strength and Stiffness Enhancement in CFRP-Strengthened Structural Steel Channel Sections under Flexure
Thông tin tác giả:: Selvaraj,Sivaganesh

Local buckling of thin-walled circular hollow section under uniform bending
Thông tin tác giả:: Bui Hung Cuong

Local buckling of thin-walled circular hollow section under uniform bending
Thông tin tác giả:: Bui Hung Cuong

Vibration Analysis of Toroidal Shells with Hollow Circular Cross-Section Having Variable Thickness
Thông tin tác giả:: Kang,Jae-Hoon

Design of steel and concrete composite beam using rectangular hollow steel section
Thông tin tác giả:: Nguyen Dinh Hoa

Fatigue and durability behavior of RC beams strengthened with CFRP under hot-wet environment
Thông tin tác giả:: Qin,Guang

Optimal Cross-Section of Hollow Steel for Chair Design Based on Ansys Software
Thông tin tác giả:: Van-The Than, và những người khác
Thông tin xuất bản: (2022)

Response of Steel Reduced Beam Section Connections Exposed to Fire
Thông tin tác giả:: Mahmoud,Hussam

Plastic collapse load prediction of cracked circular hollow section gap K-joints under in-plane bending
Thông tin tác giả:: Lie,S.T.

The continuous strength method for the design of circular hollow sections /Craig Buchanan a, ⁎ , Leroy Gardner a , Andrew Liew
Thông tin tác giả:: Buchanan,Craig

Fatigue Behavior of Cracked High-Strength Steel Plates Strengthened by CFRP Sheets
Thông tin tác giả:: Hu,Li Li

Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations
Thông tin tác giả:: Wang,Hai-Tao

Strengthening of steel plates subjected to uniaxial compression using small-diameter CFRP strands
Thông tin tác giả:: Kazem,Hamid

Behaviour of restrained steel beam with reduced beam section exposed to ﬁre /Zhen Guo a, ⁎ , Shan-Shan Huang
Thông tin tác giả:: Guo,Zhen

Strengthening of axially loaded circular concrete columns using stainless steel wire mesh (SSWM) – Experimental investigations
Thông tin tác giả:: Kumar,Varinder

The application of CFRP to strengthen buried steel pipelines against subsurface explosion / M. Mokhtari, A. Alavi Nia
Thông tin tác giả:: Mokhtari, M., và những người khác

Theoretical and experimental study on notched steel beams strengthened with CFRP plate /Jun Deng ⇑ , Yonghui Jia, Hengzhong Zheng
Thông tin tác giả:: Deng,Jun

Experimental study on the bond durability between steel-FRP composite bars (SFCBs) and sea sand concrete in ocean environment
Thông tin tác giả:: Dong,Zhiqiang

Effect of rising temperature on the durability of cement- based materials exposed to sulfate environments
Thông tin tác giả:: S.T. Lee

Buckling of hollow circular tube in axial by finite strip based on shallow shell theory
Thông tin tác giả:: Han Ngoc Duc

Residual stress distribution of roller bending of steel rectangular structural hollow sections /S.P. Chiew a , Y.F. Jin a, ⁎ , C.K. Lee
Thông tin tác giả:: Chiew,S.P.

Flexural-torsional buckling of mono- symmetrical I - section beam with hollow flange
Thông tin tác giả:: Bui Hung Cuong

Compressive membrane action in FRP strengthened RC members
Thông tin tác giả:: Zeng,Yihua

Durability Performance and Service Life of CFCC Tendons Exposed to Elevated Temperature and Alkaline Environment
Thông tin tác giả:: Benmokrane,Brahim

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

Modelling of CFRP strengthening on the behavior of RC slender columns
Thông tin tác giả:: Le Nguyen Khuong

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

Autogenous healing of sea-water exposed mortar: Quantiﬁcation through a simple and rapid permeability test / D. Palin, H.M. Jonkers, V. Wiktor
Thông tin tác giả:: Palin, D., và những người khác

Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading
Thông tin tác giả:: Anumolu,Sujith

CFRP conﬁnement of circular concrete columns affected by alkali-aggregate reaction
Thông tin tác giả:: Kubat,Thamer

Innovative solution to retroﬁt RC members: Inhibiting- Repairing-Strengthening (IRS)
Thông tin tác giả:: Bencardino,Francesco

Thermo-elastic analysis of a functionally graded rotating hollow circular disk with variable thickness and angular speed
Thông tin tác giả:: Dai,Ting

NSM CFRP Strengthening and Failure Loading of a Posttensioned Concrete Bridge
Thông tin tác giả:: Nilimaa, Jonny

Fatigue Behavior and Prediction of NSM CFRP-Strengthened Reinforced Concrete Beams
Thông tin tác giả:: Chen,Cheng

Durability evaluation of cement exposed to combined action of chloride and sulphate ions at elevated temperature: The role of limestone ﬁller
Thông tin tác giả:: Mavropoulou,N.

NSM Rebar and CFRP laminate strengthening for RC columns subjected to cyclic loading
Thông tin tác giả:: Hasan,Qais F.

Modiﬁed cement-based adhesive for near-surface mounted CFRP strengthening system
Thông tin tác giả:: Abdwais,Ahmed Al-