Moment capacity reduction based on member curvatureThe flexural behavior of FRP (Fiber Reinforced Polymer) reinforced concrete beam has been the topic of intensive previous research, because of the spread of use of modern FRP composite materials in the building industry as concrete reinforcement. The ...
Flexural Response of Reinforced Concrete Beams Strengthened with End-Anchored Partially Bonded Carbon Fiber-Reinforced Polymer Strips A total of six beams, each 2400 mm long, 150 mm wide, and 250 mm deep with a tension steel reinforcement ratio of 1.18%, were tested. One beam ... A Chahrour...
Moment Capacity of FRP Reinforced Concrete Beam Assessment Based on Centerline Geometry The flexural behavior of FRP (Fiber Reinforced Polymer) reinforced concrete beam has been the topic of intensive previous research, because of the spread o... J Zatloukal,P Konvalinka - 《Applied Mechanics & Ma...
Fire; reinforced concrete; nominal moment capacity; beam; box section; cover concrete; 机译:火灾;钢筋混凝土;标称承载力;梁;箱形截面;覆盖混凝土; 入库时间 2022-08-18 19:52:02 相似文献 外文文献 中文文献 专利 1. Nominal moment capacity of box reinforced concrete beams exposed to fire [J] ...
1.Moment capacity of semi-rigid composite beam-column joints with flush end plate connections:I. undernegative moment;平端板连接半刚性梁柱组合节点的抗弯承载力Ⅰ:负弯矩作用 2.Bearing capacity calculation of steel-concrete composite beam under the action ofnegative moment;钢—混凝土组合梁在负弯矩下的...
awhere for steel frames Mp is the expected plastic moment capacity of the beam as defined in the AISC Seismic Specifi ca¬tion and for concrete frames 那里为钢框架Mp是射线的期望的塑料片刻容量, defined在AISC地震Specifica¬tion和为具体框架[translate]...
Based on the results of the numerical analyses, the variation of parameters of equivalent stress block of concrete was investigated, and an alternative, yet simple, design method for evaluating moment-carrying capacity of FRP underreinforced concrete beam using quasi-balanced failure approach was ...
The moment-deflection curves of a simple beam was modeled using by a bilinear curve. The straight line after formation of cracks was determined by the consideration of tension stiffening effect, which is multiplied by the moment of inertia for a cracked section. This coefficient was approximated ...
awhere a can be calculated by means of the quadratic equation. Therefore, the nominal moment capacity in a doubly reinforced concrete beam where the compression steel does not yield is 那里a可以通过二次方程被计算。 所以,有名无实的片刻容量在一条加倍钢筋混凝土射线,压缩钢不产生[translate]...
Existing norms of the seismic design of reinforced concrete frame beam-column joints did not fully take into account the contribution of the floor slab to resist the negative moment capacity of frame beam structure under the earthquake did not achieve "strong column and weak beam failure mechanism...