Shear Behavior of Basalt Fiber Reinforced Concrete
Beams with and without Basalt FRP Stirrups

Shear Behavior of Basalt Fiber Reinforced Concrete Beams with and without Basalt FRP Stirrups

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Issa,Mohsen A.
Định dạng:	text
Ngôn ngữ:	vie
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=24678
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

Concrete Contribution to Shear Strength of Beams Reinforced with Basalt Fiber-Reinforced Bars
Thông tin tác giả:: Refai,Ahmed El

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

Combined Loading Behavior of Basalt FRP – Reinforced Precast Concrete Insulated Partially-Composite Walls
Thông tin tác giả:: Tomlinson,Douglas

Combined Loading Behavior of Basalt FRP – Reinforced Precast Concrete Insulated Partially-Composite Walls
Thông tin tác giả:: Tomlinson,Douglas

Evolutionary Polynomial Regression – Based Statistical Determination of the Shear Capacity Equation for Reinforced Concrete Beams without Stirrups
Thông tin tác giả:: Fiore,Alessandra

New Shear Connector Design for Insulated Concrete Sandwich Panels Using Basalt Fiber-Reinforced Polymer Bars
Thông tin tác giả:: Tomlinson,Douglas G.

Experimental Study on Cyclic Response of Concrete Bridge Columns Reinforced by Steel and Basalt FRP Reinforcements
Thông tin tác giả:: Ibrahim,Arafa M. A.

Behavior of recycled aggregate concrete-ﬁlled basalt and carbon FRP tubes
Thông tin tác giả:: Xie,Tianyu

Fatigue Behavior of Basalt Fiber-Reinforced Polymer Tendons for Prestressing Applications
Thông tin tác giả:: Wang,Xin

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

Near surface mounted strengthening of RC beams using basalt ﬁber reinforced polymer bars
Thông tin tác giả:: Gopinath,Smitha

Influence of Basalt FRP Mesh Reinforcement on High-Performance Concrete Thin Plates at High Temperatures
Thông tin tác giả:: Hulin,Thomas

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

Mechanical behaviour of basalt ﬁbre reinforced concrete
Thông tin tác giả:: Branston,John

Modeling the flexural behavior of corroded reinforced concrete beams with considering stirrups corrosion
Thông tin tác giả:: Nguyen Trung Kien

Models for predicting elastic modulus and tensile strength of carbon, basalt and hybrid carbon-basalt FRP laminates at elevated temperatures
Thông tin tác giả:: Hawileh,Rami A.

An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcement
Thông tin tác giả:: Nguyen Ngoc Tan

An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcement
Thông tin tác giả:: Nguyen Ngoc Tan

Reinforced Concrete Beams with and without FRP Web Reinforcement under Pure Torsion
Thông tin tác giả:: Mohamed,Hamdy M.

Shear Capacity of Exterior Beam-Column Joints Reinforced with GFRP Bars and Stirrups
Thông tin tác giả:: Hasaballa,Mohamed

Mechanical shear strength model for reinforced concrete beams strengthened with FRP materials
Thông tin tác giả:: Colotti,Vincenzo

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

Analysis of FRP Shear Strengthening Solutions for Reinforced Concrete Beams Considering Debonding Failure
Thông tin tác giả:: Ferreira,Denise

Experimental and analytical shear evaluation of concrete beams reinforced with glass ﬁber reinforced polymers bars
Thông tin tác giả:: Said,Mohamed

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

Effects of basalt and glass chopped ﬁbers addition on fracture energy and mechanical properties of ordinary concrete: CMOD measurement
Thông tin tác giả:: Arslan,Mehmet Emin

Effects of elevated temperatures on the mechanical properties of basalt ﬁbers and BFRP plates
Thông tin tác giả:: Lu,Zhongyu

Shear behavior of reinforced concrete beams using treated recycled concrete aggregate
Thông tin tác giả:: Katkhuda,Hasan

Shear Deformation and Sliding-Based Fiber Beam-Column Model for Seismic Analysis of Reinforced Concrete Coupling Beams
Thông tin tác giả:: Ding,Ran

3D ﬁnite element modeling of bond-controlled behavior of steel and basalt FRP-reinforced concrete square bridge columns under lateral loading /Arafa M.A. Ibrahim a , Mohamed F.M. Fahmy b,c , Zhishen Wu a
Thông tin tác giả:: Ibrahim,Arafa M.A.

Experimental Study of In-Plane Shear Behavior of Fiber-Reinforced Concrete Composite Slabs
Thông tin tác giả:: Altoubat,Salah

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

Structural stability of basalt ﬁbers with varying biochemical conditions- A invitro and invivo study
Thông tin tác giả:: Sarayu,K.

Investigation of Near Surface – Mounted Method for Shear Rehabilitation of Reinforced Concrete Beams Using Fiber Reinforced – Polymer Composites
Thông tin tác giả:: Mofidi,Amir

Fatigue Behavior of Large-Scale Reinforced Concrete Beams Strengthened in Flexure with Fiber-Reinforced Polymer Laminates
Thông tin tác giả:: Charalambidi,Barbara G.

Investigating the performance of PVA and basalt ﬁbre reinforced beams subjected to ﬂexural action /Nasir Shaﬁq a, ⇑ , Tehmina Ayub b , Sadaqat Ullah Khan
Thông tin tác giả:: Shaﬁq,Nasir

Fatigue Bond Stress – Slip Behavior of Lap Splices in the Reinforcement of Unwrapped and FRP-Wrapped Concrete Beams
Thông tin tác giả:: Alyousef,Rayed

Investigation of corrosion of steel stirrups in reinforced concrete structures
Thông tin tác giả:: Lu,Zhao-Hui

Experimental investigation of reinforced concrete beams with spiral reinforcement in shear
Thông tin tác giả:: Shatarat,Nasim

Design Propositions for Hybrid FRP-Steel Reinforced Concrete Beams
Thông tin tác giả:: Pang,Lei