| [1] | ONG K C G,PARAMASIVAM P,LIM C T E.Flexural Strengthening of Reinforced Concrete Beams Using Ferrocement Laminates[J].Journal of Ferrocement,1992,22(4):331-342.
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| [2] | PARAMASIVAM P,ONG K C G,LIM C T E.Ferrocement Laminates for Strengthening RC T-beams[J].Cement & Concrete Composites,1994,16(2):143-152.
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| [3] | 表3裂缝宽度计算结果与试验结果的比较
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| [4] | Tab.3Comparison of Experimental Results and
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| [5] | Calculated Values of Crack Width 加固筋
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| [6] | 类型 试件
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| [7] | 来源 挠度/mm 不同挠度(mm)下
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| [8] | 计算值与试验值之比 w c0.2 w c0.3 0.2 0.3 高强
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| [9] | 0.191 0.311 0.955 1.037 0.192 0.329 0.960 1.097 0.213 0.342 1.065 1.140 0.207 0.333 1.035 高强
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| [10] | 0.225 0.304 1.126 1.013 0.224 0.303 1.120 1.011 0.241 0.317 1.206 1.057 0.241 0.317 1.206 1.057 0.207 0.310 1.034 1.034 0.218 0.316 1.089 1.053 0.234 0.321 1.171 1.071 编织型
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| [11] | 钢丝网 BSA-AB1 BSA-AB2 文献
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| [12] | 0.183 0.267 0.913 0.890 0.231 0.308 1.157 1.028 点焊
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| [13] | 1型
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| [14] | 0.183 0.260 0.917 0.866 0.233 0.333 1.167 1.111 0.257 0.347 1.284 1.158 0.251 0.348 1.253 1.160 点焊
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| [15] | 2型
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| [16] | 编制
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| [17] | 2型
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| [18] | 0.196 0.285 0.981 0.951 0.204 0.286 1.020 0.952 0.205 0.303 1.026 1.011 0.212 0.294 1.061 0.979 点焊
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| [19] | 3型
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| [20] | 0.193 0.292 0.967 0.974 0.181 0.278 0.903 0.926 0.191 0.287 0.956 0.956 0.190 0.295 0.950 0.985 0.190 0.293 0.951 0.975 HUANG Hua,LIU Bo-quan,LIU Wei-duo.Experiment on Bond Performance Between Reinforced Layer with Steel Wire Mesh and Polymer Mortar and RC Structures[J].China Journal of Highway and Transport,2009,22(3):70-75.
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| [21] | HUANG Hua,LIU Bo-quan,LIU Wei-duo.Bond-slip of Reinforced Layer with Steel Wire Mash and Polymer Mortar[J].Journal of Changan University:Natural Science Edition,2009,29(5):71-75.
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| [22] | 黄 华,刘伯权,邢国华,等.高强不锈钢绞线网-渗透性聚合砂浆加固的T型梁桥试验[J].中国公路学报,2007,20(4):83-90.
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| [23] | 黄 华,邢国华,刘伯权,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固承载力试验研究[J].工业建筑,2007,37(3):106-109,119.
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| [24] | 曾令宏.高性能复合砂浆钢筋(丝)网加固混凝土梁试验研究与理论分析[D].长沙:湖南大学,2006.
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| [25] | ZENG Ling-hong.Experimental Study and Theoretical Analysis on Strengthening Reinforced Concrete Beams with High-performance Ferrocement[D].Changsha:Hunan University,2006.
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| [26] | 郭 曙.复合砂浆钢筋网加固RC梁的性能试验及理论研究[D].长沙:湖南大学,2008.
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| [27] | 戴 睿.钢丝(筋)网复合砂浆加固混凝土梁的受弯试验研究[D].长沙:湖南大学,2004.
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| [28] | DAI Rui.Experimental Study on Flexural Behavior of Reinforced Concrete Beams Strengthened with Ferrocement[D].Changsha:Hunan University,2004.
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| [29] | 龙绫霄.高性能复合砂浆钢筋网加固RC梁受弯承载力研究[D].长沙:湖南大学,2005.
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| [30] | 岳 峰.HPF加固RC梁的受弯性能试验研究[D].长沙:湖南大学,2007.
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| [31] | GB 50367—2006,混凝土结构加固设计规范[S].
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| [32] | JTG D62—2004,公路钢筋混凝土及预应力混凝土桥涵设计规范[S].
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| [33] | 编号 数据
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| [34] | 计算值与试验值之比 w c0.2 w c0.3 0.2 0.3 挠度/mm 不同挠度(mm)下
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| [35] | 计算值与试验值之比 w c0.2 w c0.3 0.2 0.3 高强
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| [36] | 钢绞线 RCBF-1 RCBF-4 RCBF-3 RCBF-5 RCBF-1 RCBF-4 RCBF-3 RCBF-5 文献
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| [37] | 0.191 0.311 0.955 1.037 0.192 0.329 0.960 1.097 0.213 0.342 1.065 1.140 0.207 0.333 1.035 0.191 0.311 0.955 1.037 0.192 0.329 0.960 1.097 0.213 0.342 1.065 1.140 0.207 0.333 1.035 高强
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| [38] | 钢绞线 RCBF-1 RCBF-2 RCBF-3 RCBF-4 RCBF-5 RCBF-6 RCBF-7 RCBF-1 RCBF-2 RCBF-3 RCBF-4 RCBF-5 RCBF-6 RCBF-7 文献
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| [39] | 0.225 0.304 1.126 1.013 0.224 0.303 1.120 1.011 0.241 0.317 1.206 1.057 0.241 0.317 1.206 1.057 0.207 0.310 1.034 1.034 0.218 0.316 1.089 1.053 0.234 0.321 1.171 1.071 0.225 0.304 1.126 1.013 0.224 0.303 1.120 1.011 0.241 0.317 1.206 1.057 0.241 0.317 1.206 1.057 0.207 0.310 1.034 1.034 0.218 0.316 1.089 1.053 0.234 0.321 1.171 1.071 编织型
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| [40] | 钢丝网 BSA-AB1 BSA-AB2 BSA-AB1 BSA-AB2 文献
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| [41] | 1型
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| [42] | 2型
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| [43] | 钢丝网 BSA-AG1 BSA-AG2 BSA-AG3 BSA-AG1 BSA-AG2 BSA-AG3 文献
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| [44] | 0.242 0.327 1.212 1.091 0.235 0.316 1.173 1.054 0.246 0.337 1.228 1.122 0.242 0.327 1.212 1.091 0.235 0.316 1.173 1.054 0.246 0.337 1.228 1.122 点焊
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| [45] | 2型
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| [46] | 3型
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| [47] | 黄 华,刘伯权,刘卫铎.高强钢绞线网-聚合物砂浆加固层与RC结构粘结面性能试验[J].中国公路学报,2009,22(3):70-75.
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| [48] | 编号 数据
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| [49] | 钢绞线 RCBF-1 RCBF-4 RCBF-3 RCBF-5 文献
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| [50] | 钢绞线 RCBF-1 RCBF-2 RCBF-3 RCBF-4 RCBF-5 RCBF-6 RCBF-7 文献
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| [51] | 钢丝网 BSA-AB3 BSA-AC1 BSA-AC2 BSA-AC3 文献
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| [52] | 钢丝网 BSA-AD1 BSA-AD2 BSA-AD3 BSA-AE1 BSA-AE2 BSA-AE3 BSA-AF1 BSA-AF2 BSA-AF3 文献
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| [53] | 0.255 0.367 1.276 1.222 0.238 0.336 1.190 1.120 0.239 0.326 1.193 1.088 0.255 0.383 1.276 1.276 0.238 0.350 1.190 1.167 0.239 0.339 1.193 1.130 0.252 0.350 1.260 1.167 0.239 0.339 1.193 1.130 0.228 0.319 1.140 1.064 人工
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| [54] | 钢丝网 BSA-AG1 BSA-AG2 BSA-AG3 文献
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| [55] | 0.242 0.327 1.212 1.091 0.235 0.316 1.173 1.054 0.246 0.337 1.228 1.122 点焊
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| [56] | 钢丝网 BSA-BB1 BSA-BB2 BSA-BC1 BSA-BC2 文献
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| [57] | 钢丝网 BSB-B1 BSB-B2 BSB-C1 BSB-C2 BSB-C3 文献
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| [58] | 黄 华,刘伯权,刘卫铎.高强钢绞线网-聚合物砂浆加固层粘结滑移[J].长安大学学报:自然科学版,2009,29(5):71-75.
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| [59] | HUANG Hua,LIU Bo-quan,XING Guo-hua,et al.Experiment on RC T-type Beam Bridge Strengthened with High Strength Stainless Steel Wire Mesh and Permeability Polymer Mortar[J].China Journal of Highway and Transport,2007,20(4):83-90.
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| [60] | HUANG Hua,XING Guo-hua,LIU Bo-quan,et al.Experiment on Flexural Capacity of RC Beams Strengthened with Stainless Steel Wire Mesh and Permeability Polymer Mortar[J].Industrial Construction,2007,37(3):106-109,119.
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| [61] | 聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9.
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| [62] | NIE Jian-guo,WANG Han-bing,ZHANG Tian-shen,et al.Experimental Study on Flexural Behavior of RC Beams Strengthened with Stainless Steel Wire Mesh and Permeability Polymer Mortar[J].Journal of Building Structures,2005,26(2):1-9.
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| [63] | 卜良桃.高性能复合砂浆钢筋网加固RC梁的性能研究[D].长沙:湖南大学,2006.
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| [64] | BU Liang-tao.Research on the Performance of the RC Beams Strengthened with High Performance Ferrocement[D].Changsha:Hunan University,2006.
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| [65] | GUO Shu.Experimental and Theoretical Research on Performance of Flexural RC Beams Strengthened with Ferrocement[D].Changsha:Hunan University,2008.
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| [66] | LONG Ling-xiao.Experimental Study on Flexural Behavior of Reinforced Concrete Beams Strengthened with Ferrocement[D].Changsha:Hunan University,2005.
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| [67] | YUE Feng.Experimental Research on Flexural Performance of the RC Beams Strengthened With HPF[D].Changsha:Hunan University,2007.
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| [68] | GB 50367—2006,Design Code for Strengthening Concrete Structure[S].
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| [69] | JTG D62—2004,Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S]. 加固筋
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| [70] | 类型 试件
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| [71] | 来源 挠度/mm 不同挠度(mm)下
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| [72] | 0.183 0.267 0.913 0.890 0.231 0.308 1.157 1.028 0.183 0.267 0.913 0.890 0.231 0.308 1.157 1.028 点焊
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| [73] | 钢丝网 BSA-AB3 BSA-AC1 BSA-AC2 BSA-AC3 BSA-AB3 BSA-AC1 BSA-AC2 BSA-AC3 文献
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| [74] | 0.183 0.260 0.917 0.866 0.233 0.333 1.167 1.111 0.257 0.347 1.284 1.158 0.251 0.348 1.253 1.160 0.183 0.260 0.917 0.866 0.233 0.333 1.167 1.111 0.257 0.347 1.284 1.158 0.251 0.348 1.253 1.160 点焊
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| [75] | 钢丝网 BSA-AD1 BSA-AD2 BSA-AD3 BSA-AE1 BSA-AE2 BSA-AE3 BSA-AF1 BSA-AF2 BSA-AF3 BSA-AD1 BSA-AD2 BSA-AD3 BSA-AE1 BSA-AE2 BSA-AE3 BSA-AF1 BSA-AF2 BSA-AF3 文献
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| [76] | 0.255 0.367 1.276 1.222 0.238 0.336 1.190 1.120 0.239 0.326 1.193 1.088 0.255 0.383 1.276 1.276 0.238 0.350 1.190 1.167 0.239 0.339 1.193 1.130 0.252 0.350 1.260 1.167 0.239 0.339 1.193 1.130 0.228 0.319 1.140 1.064 0.255 0.367 1.276 1.222 0.238 0.336 1.190 1.120 0.239 0.326 1.193 1.088 0.255 0.383 1.276 1.276 0.238 0.350 1.190 1.167 0.239 0.339 1.193 1.130 0.252 0.350 1.260 1.167 0.239 0.339 1.193 1.130 0.228 0.319 1.140 1.064 人工
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| [77] | 编制
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| [78] | 钢丝网 BSA-BB1 BSA-BB2 BSA-BC1 BSA-BC2 BSA-BB1 BSA-BB2 BSA-BC1 BSA-BC2 文献
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| [79] | 0.196 0.285 0.981 0.951 0.204 0.286 1.020 0.952 0.205 0.303 1.026 1.011 0.212 0.294 1.061 0.979 0.196 0.285 0.981 0.951 0.204 0.286 1.020 0.952 0.205 0.303 1.026 1.011 0.212 0.294 1.061 0.979 点焊
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| [80] | 钢丝网 BSB-B1 BSB-B2 BSB-C1 BSB-C2 BSB-C3 BSB-B1 BSB-B2 BSB-C1 BSB-C2 BSB-C3 文献
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| [81] | 0.193 0.292 0.967 0.974 0.181 0.278 0.903 0.926 0.191 0.287 0.956 0.956 0.190 0.295 0.950 0.985 0.190 0.293 0.951 0.975 0.193 0.292 0.967 0.974 0.181 0.278 0.903 0.926 0.191 0.287 0.956 0.956 0.190 0.295 0.950 0.985 0.190 0.293 0.951 0.975
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