3017 Concrete Cover Effect on Tension Stiffness of Cracked Reinforced Concrete
スポンサーリンク
概要
- 論文の詳細を見る
The aim of the present study is to check the effect of non-sufficient concrete cover on the tension stiffness of reinforced concrete. Splitting cracks are predicted by solving equilibrium among radial bond stresses, softening tensile stresses of splitting concrete planes and transverse stress on reinforcement. The bond behavior after splitting cracks is the point of study The analytical model is derived from the micro-bond characteristics. An experimental program was carried out to verify the analysis. The analysis fairly agrees with the reality.
- 公益社団法人日本コンクリート工学会の論文
- 1998-06-30
著者
関連論文
- 半井健一郎会員「平成21年度科学技術分野の文部科学大臣表彰若手科学者賞」を受賞(国内の動き)
- 23456 ひびわれを有するRC平板の軸力・せん断力組合せ応力下のせん断挙動 : その2. 試験結果の概要
- 23289 水平2方向同時加力を受けるRC立体耐震壁の復元力特性 : その5 事前解析結果と試験結果の比較(耐震壁(3),構造IV)
- 安全性向上と長寿命化にむけた性能評価型の設計規準をめざして
- 23137 水平2方向同時加力を受けるRC立体耐震壁の復元力特性 : その8:直交方向損傷が強度特性に与える影響(耐震壁(1),構造IV)
- 23359 水平2方向同時加力を受けるRC立体耐震壁の復元力特性 : その2 : 事前解析の結果
- 23145 多方向入力を受けるRC耐震壁の動的試験 : その6 円筒壁のシミュレーション解析(耐震壁(2),構造IV)
- 23183 ひびわれを有するRC平板の軸力・せん断力組合せ応力下のせん断挙動 : その5. 解析検討
- "Influence of Pre-crack on RC Behavior in Shear" への討議 ・ 回答
- 軸引張力とせん断組み合わせ経路を受けるRC部材のせん断破壊
- 人工亀裂を内在するRC部材のひび割れ局所化と形成される破壊経路の制御
- せん断異方性を内在するRC部材の破壊経路形成とひび割れ導入過程に関する数値解析
- セメント・コンクリートの要求性能と設計法の変遷
- 2105 Size Effect Analysis for Shear Stregth of Reinforced Concrete Beams
- 1114 Modeling of Pore Water Content in Concrete under Generic Drying Wetting Conditions
- 1207 Analytical Modelling for the Effect of Aggregates on Water Transport in Concrete
- 2014 膨張コンクリートを用いたRC箱型構造の変形解析(構造解析,構成則)
- 2220 Nonlinear Response of RC In-Plane Structures Surround-ed by Soil Continuum under Shear
- 1148 A Study of the Moisture Transport Process in Concrete as a Composite Material
- 3010 Three Dimensional Modelling of Reinforced Concrete Members
- 3017 Concrete Cover Effect on Tension Stiffness of Cracked Reinforced Concrete
- 2212 Path-Dependent Nonlinear Model of Reinforced Concrete Shells
- 3013 Determination of Buckling Length of Reinforceing Bars Based on Stability Analysis
- 2166 BOND BEHAVIOR IN RC TENSION MEMBERS BASED ON THE CHANGE OF CONCRETE FRACTURE CHARACTERISTICS WITH TEMPERATURE
- 3123 FATIGUE BEHAVIOR OF RC BEAMS UNDER FIXED PULSATING AND MOVING LOADSEsayas GEBREYOUHANNES
- 2214 Macro Model for Confinement Effectiveness of Lateral Ties in Columns
- 1149 A Permeability Model of Concrete Considering Its Microstructural Characteristics
- 2017 Path-Dependent Computational Model for RC/Soil System
- 1110 Coupled Moisture Transport, Structure Formation and Hydration in Cementitious Materials
- 2211 Computational Model for Steel Bar Embedded in Concrete under Combined Axial Pullout and Transverse Shear Displacement
- 1039 A BI-DIRECTIONAL CRACKING TEST OF HIGH PERFORMANCE FIBER REINFORCED CEMENTITIOUS COMPOSITE
- 3016 Analyses of Concrete Columns Confined with Lateral Reinforcements
- 2088 Tension Stiffness Modeling for Cracked Reinforced Concrete Derived from Micro-Bond Characteristics
- 3019 Strain Gradient Effect on Tension Stiffening of Reinforced Concrete
- 2111 Effect of Flexural Stiffness of Lateral Reinforcement on Confinement of Reinforced Concrete Columns