Results 111 to 120 of about 3,595,190 (332)
Flexural Capacity of Concrete Beams with Basalt Fiber-Reinforced Polymer Bars and Stirrups. [PDF]
Krassowska J, Piña Ramírez C.
europepmc +1 more source
EVALUATION FOR FLEXURAL CAPACITY OF THIN REINFORCED CONCRETE MEMBERS
部材厚200mm以下の薄肉鉄筋コンクリート(RC)部材は,土木学会標準示方書による曲げひび割れ強度式の適用範囲外であり,精度の高い曲げ耐力算定手法の確立が求められている.本論文では,薄肉部材の4点曲げ試験を行い,曲げ破壊挙動を実験的に把握し,コンクリートの引張軟化特性を考慮して曲げ耐力算定手法を検討した.その結果,本研究で取り上げた供試体条件において,部材厚70mm以下の部材では,鉄筋が力学的に機能せず破壊に至り,部材厚80mm以上では,通常のRC部材として機能することが明らかとなった.また,各部材厚に対応した破壊エネルギー試験より,引張軟化曲線の形状は部材厚の違いにより変化することが確認され,新たに提案した2直線軟化モデルを耐力算定に適用した結果,耐力算定精度が向上することを確認した.
UJI, Kimitaka +4 more
openaire +2 more sources
The graphical abstract image of bamboo‐like whisker‐reinforced Ca‐P bioceramics accelerating large segmental bone regeneration. ABSTRACT Regenerative repair of segmental bone defect remains a major clinical challenge. The conventional mental implants suffer from mechanical strength mismatch and long‐term foreign bodies presence.
Cong Feng +10 more
wiley +1 more source
Flexural Capacity of Reinforced Concrete Beams Strengthened Using GFRP Sheet after Fatigue loading for Sustainable Construction [PDF]
Fiber reinforced polymer (FRP) has been applied not only for the simple structures but also\ud for the advanced structures such as bridges or highway bridges for sustainable construction.
Rudy Djamaluddin +2 more
core
Investigation of CFRP Reinforcement Ratio on the Flexural Capacity and Failure Mode of Plain Concrete Prisms. [PDF]
Qureshi HJ +8 more
europepmc +1 more source
Flexural Capacity of Strengthened Reinforced Concrete Beams with Web Bonded Steel Plates
This paper presents the test result of experimental study on the flexural capacity of strengthened reinforced concrete beams with web bonded steel plates.
Rendy Thamrin, Ricka Puspita Sari
semanticscholar +1 more source
Conventional single‐gradient freeze‐casting typically produces unidirectional porous architectures with limited transverse connectivity. The Sequential Hybridization by Infiltration and Freeze‐casting Technique (SHIFT) addresses this constraint by integrating secondary aligned structures within a preformed primary scaffold.
Kiho Sung, Sungchul Shin
wiley +1 more source
To better understand the bending performance of rectangular high-strength steel fiber-reinforced concrete (HSFRC)-filled steel tubular (HSFRCFST) beams with internal stiffeners, ten beams were subjected to a four-point bending test.
Shiming Liu +5 more
doaj +1 more source
Experimental and Numerical Study of the Ultimate Flexural Capacity of a Full-Size Damaged Prestressed Concrete Box Girder Strengthened with Bonded Steel Plates. [PDF]
Li Y, Yu Z, Liu Y.
europepmc +1 more source
The integration of ultra‐flexible, all‐organic, field‐effect transistor‐based strain sensors to soft structures is reported for the development of sensorized soft robots. The envisaged application is the development of next‐generation, controllable, and observable soft robotic catheters for endoscopic applications, such as drug delivery. Mechanical and
Usama Mahmood +5 more
wiley +1 more source

