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Volume 35 Issue 8
Oct.  2020
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Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2020  >  35(8): 33-56
Yongjiu Shi. Comparisons Between Chinese and American Standards on Bolted Connection Design[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(8): 33-56. doi: 10.13206/j.gjgS20052506
Citation: Yongjiu Shi. Comparisons Between Chinese and American Standards on Bolted Connection Design[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(8): 33-56. doi: 10.13206/j.gjgS20052506
shu

Comparisons Between Chinese and American Standards on Bolted Connection Design

doi: 10.13206/j.gjgS20052506

  • Department of Civil Engineering, Tsinghua University, Beijing 100084, China

  • Received Date: 2020-05-25
    Abstract
  • Bolt connections with the advantages of high reliability, fast fabrication and easy disassembly, have become the primary connection method in steel and composite construction. AISC 360-16 Specification for Structural Steel Buildings published by American Institute of Steel Construction, GB 50017—2017 Standard for Design of Steel Structures released by Chinese government have specified the bolt types, material property, bolt resistance and structural requirements of bolted connections. This paper analyzes and compares the differences and similarities between GB 50017—2017 and AISC 360-16, and provides a reference for structural engineers to understand and apply GB 50017—2017 and AISC 360-16 efficiently. Further improvements and revisions on GB 50017—2017 are also recommended. The main contents of this paper include:
    1)There are two types of bolts recommended in AISC 360-16 and GB 50017—2017, ordinary bolts and highstrength bolts. The ordinary bolts used in China are Grade 4.6 and 4.8, also known as Grade C bolts. The bolts specified in ASTM A307 are equivalent to Grade 4.6 or 4.8 ordinary bolts. The high-strength bolts in China are Grade 8.8 and 10.9, which could be heavy hex bolts or twist-off bolts. AISC 360-16 also recommended highstrength bolts of heavy hex or twist-off type. Grade BC bolt specified in ASTM A354 is equivalent to Grade 8.8 bolt and Grade BD bolt is equivalent to Grade 10.9 bolt. ASTM F3125 / F3125M also specified high-strength bolts of Grade A325 and Grade A490, which are equivalent to Grade 8.8 and 10.9. ASTM F3111 and ASTM F3043 specified high-strength bolt with the tensile strength of 1 380 MPa, which is higher than that of Grade 12.9 bolt in China.
    2) When applying ordinary bolts, the pretension is not required and bolts can be snug-tightened during installation. Whenever high-strength bolts are applied, the pretension should be specified as required by GB 500017—2017. AISC 360-16 allows structural designers to decide whether or not the pretension applied to the high-strength bolts. The pretension of high strength bolts specified in AISC 360-16 is about 15% higher than that specified in GB 50017—2017.
    3)The bolted connections can be designed to resist shear force, tensile force, combined shear and tensile force. When the bolted connection is subject to shear force, the connections can be designed as bearing type or slip-critical type. The pretension should be applied when high-strength bolt is designed as slip-critical type, and the slip factor of faying surface should be designated. The slip factors recommended in GB 50017—2017 is relevant to the surface treatment and steel grade of connected steel plate, while the slip factors specified in AISC 360-16 is only relevant to the surface treatment. The values of slip factors given in AISC 360-16 and GB 50017—2017 are more or less similar, and in the range of 0.3~0.5.
    4) AISC 360-16 and GB 50017—2017 have specified the bolt spacing limits and bolt hole sizes. The maximum and minimum end distance and edge distance of bolt holes, and the maximum and minimum spacing of bolt holes should be limited. AISC 360-16 and GB 50017—2017 require that the standard bolt hole size should be larger than the bolt diameter about 2~3 mm, and oversize hole or slot hole is permitted for the high-strength bolt in slip-critical connections.
    5) AISC 360-16 and GB 50017—2017 require that the resistance of bolts and connecting plates should be determined respectively when designing the bolted connections under different loading conditions. For the long joints subject to shear force, the reduction factor is introduced to consider the uneven distributions of bolt shear forces.
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    • References(14)
  • AISC. Specification for structural steel buildings:ANSI/AISC 360-16[S]. Chicago:American Institute of Steel Construction, 2016.
    中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社,2018.
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    ASTM International. Standard specification for carbon steel bolts, studs, and threaded rod 60000 psi tensile strength:ASTM A307-14[S]. West Conshohocken:American Society for Testing and Materials, 2014. DOI:10. 1520/A0307-14E01.
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    ASTM International. Standard specification for high strength structural bolts and assemblies, steel and alloy steel, heat treated, inch dimensions 120 ksi and 150 ksi minimum tensile strength, and metric dimensions 830 MPa and 1040 MPa minimum tensile strength:ASTM F3125/F3125M:19[S]. West Conshohocken:American Society for Testing and Materials, 2019. DOI: 1520/F3125-F3125M-19E01.
    ASTM International. Standard specification for heavy hex structural bolt/nut/washer assemblies, alloy steel, heat treated, 200 ksi minimum tensile strength:ASTM F3111-16[S]. West Conshohocken:American Society for Testing and Materials, 2016. DOI:10. 1520/F3111-16.
    ASTM International. Standard specification for "twist off" type tension control structural bolt/nut/washer assemblies, alloy steel, heat treated, 200 ksi minimum tensile strength:ASTM F3043-15[S]. West Conshohocken:American Society for Testing and Materials, 2015. DOI:10. 1520/F3043-15.
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%罗奥尔凯埃: 0.1 %美国爱荷华得梅因: 0.0 %美国爱荷华得梅因: 0.0 %胡志明: 0.4 %胡志明: 0.4 %舟山: 0.0 %舟山: 0.0 %艾因: 0.0 %艾因: 0.0 %芒廷维尤: 12.4 %芒廷维尤: 12.4 %芝加哥: 2.2 %芝加哥: 2.2 %苏州: 0.3 %苏州: 0.3 %荆门: 0.0 %荆门: 0.0 %莫斯科: 0.9 %莫斯科: 0.9 %莱芜: 0.0 %莱芜: 0.0 %菏泽: 0.0 %菏泽: 0.0 %营口: 0.1 %营口: 0.1 %葵涌: 0.1 %葵涌: 0.1 %蒂尔堡: 0.0 %蒂尔堡: 0.0 %蒂米什瓦拉: 0.0 %蒂米什瓦拉: 0.0 %衡水: 0.1 %衡水: 0.1 %衡阳: 0.1 %衡阳: 0.1 %西宁: 4.4 %西宁: 4.4 %西安: 0.1 %西安: 0.1 %西雅图: 0.1 %西雅图: 0.1 %贵阳: 0.0 %贵阳: 0.0 %费利蒙: 0.2 %费利蒙: 0.2 %赫尔辛基: 0.1 %赫尔辛基: 0.1 %达州: 0.2 %达州: 0.2 %达拉斯: 0.1 %达拉斯: 0.1 %运城: 0.2 %运城: 0.2 %连云港: 0.2 %连云港: 0.2 %迪尔伯恩: 0.0 %迪尔伯恩: 0.0 %迪拜: 0.4 %迪拜: 0.4 %邯郸: 0.2 %邯郸: 0.2 %郑州: 0.7 %郑州: 0.7 %重庆: 0.6 %重庆: 0.6 %金华: 0.0 %金华: 0.0 %金奈: 0.2 %金奈: 0.2 %长春: 0.0 %长春: 0.0 %长沙: 0.6 %长沙: 0.6 %阳泉: 0.4 %阳泉: 0.4 %阿布扎比: 0.3 %阿布扎比: 0.3 %阿瓜斯卡达特斯: 0.1 %阿瓜斯卡达特斯: 0.1 %陵水: 0.0 %陵水: 0.0 %雅典: 0.1 %雅典: 0.1 %雅加达: 0.4 %雅加达: 0.4 %青岛: 0.6 %青岛: 0.6 %首尔: 0.0 %首尔: 0.0 %首尔特别: 0.2 %首尔特别: 0.2 %香港: 0.0 %香港: 0.0 %香港特别行政区: 0.1 %香港特别行政区: 0.1 %马尼拉: 0.4 %马尼拉: 0.4 %马德里: 0.2 %马德里: 0.2 %马格朗: 0.1 %马格朗: 0.1 %马湾: 0.1 %马湾: 0.1 %马科姆: 0.1 %马科姆: 0.1 %马鞍山: 0.0 %马鞍山: 0.0 %高雄: 0.0 %高雄: 0.0 %魁北克: 0.0 %魁北克: 0.0 %黑堡: 0.1 %黑堡: 0.1 %黑森州: 0.1 %黑森州: 0.1 %齐齐哈尔: 0.0 %齐齐哈尔: 0.0 %龙岩: 0.0 %龙岩: 0.0 %其他其他BadenBallwinBaltimoreBoiling SpringsBruderheimCarrboroCentral DistrictChinaEdinburgHalethorpeHamiltonIndianapolisJapanKao-sungKennedy TownMalvernMatawanMercer IslandNahantNormanReservedRochesterSan JoseSeattleSitkaSterlingSugar LandTaoyuan DistrictTiruchiTwinsburgUnited StatesValencia[]上海东京东莞中山丹佛丽水九龙亚兹德伊斯坦布尔伊萨卡休斯敦休斯顿伦敦伯灵顿佛山保定元朗新墟克雷塔罗六安兰州加利福尼亚州北京匹兹堡十堰华盛顿南京南京市江宁区南宁南昌南甘马粦省南通占碑卡尔加里卡拉奇卡纳塔克厦门台北合肥哈密哈尔滨唐山商丘喀什嘉兴圣保罗圣克拉拉圣地亚哥坦佩墨尔本夏尔迦夏洛特多哈大同大连天津太原奥兰多威海宁波安卡拉安阳宣城密尔沃基密蘇里城尖竹汶府巴拉瑞特巴格达巴淡岛巴罗达巴黎布兰普顿布宜诺斯艾利斯布鲁克林区常州常德平顶山广州庆尚北道延安开封开罗张家口徐州德州德罕德黑兰悉尼惠州意法半成都托莱多扬州拉斯维加斯拉普拉普拉瓦勒斯普林菲尔德新乡新加坡无锡旧金山昆明晋城曼谷杭州柬埔寨格兰特县格里利桂林梅州梧州森尼韦尔武汉汕头沃思堡沈阳河内泉州法兰克福法拉盛泰州洛杉矶济南海口淄博深圳温哥华温州湖州滨州漯河漳州烟台玉溪珀斯瑟普赖斯白银益阳石家庄福州秦皇岛米兰约翰内斯堡纳尔德韦克纽瓦克纽约绍兴罗奥尔凯埃美国爱荷华得梅因胡志明舟山艾因芒廷维尤芝加哥苏州荆门莫斯科莱芜菏泽营口葵涌蒂尔堡蒂米什瓦拉衡水衡阳西宁西安西雅图贵阳费利蒙赫尔辛基达州达拉斯运城连云港迪尔伯恩迪拜邯郸郑州重庆金华金奈长春长沙阳泉阿布扎比阿瓜斯卡达特斯陵水雅典雅加达青岛首尔首尔特别香港香港特别行政区马尼拉马德里马格朗马湾马科姆马鞍山高雄魁北克黑堡黑森州齐齐哈尔龙岩1/2

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      沈阳化工大学材料科学与工程学院 沈阳 110142

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