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王培軍  Wang Peijun
  • 教授,博士生導(dǎo)師

  • 土木工程系

  • 聯(lián)系方式:pjwang@sdu.edu.cn

  • 研究方向:
      鋼結(jié)構(gòu)抗火理論與分析方法,大跨空間鋼結(jié)構(gòu)理論,鋼結(jié)構(gòu)特種結(jié)構(gòu)分析計(jì)算方法

個(gè)人簡(jiǎn)介:

中國(guó)鋼結(jié)構(gòu)協(xié)會(huì)防火與防腐分會(huì)會(huì)員,中國(guó)鋼結(jié)構(gòu)協(xié)會(huì)結(jié)構(gòu)穩(wěn)定與疲勞分會(huì)會(huì)員,中國(guó)鋼結(jié)構(gòu)協(xié)會(huì)鋼-混凝土組合結(jié)構(gòu)分會(huì)會(huì)員,中國(guó)建筑學(xué)會(huì)抗震防災(zāi)分會(huì)結(jié)構(gòu)抗火專業(yè)委員會(huì)委員。1998年畢業(yè)于山東礦業(yè)學(xué)院,獲學(xué)士學(xué)位;2000年畢業(yè)于天津大學(xué)建工學(xué)院,獲碩士學(xué)位;2008年畢業(yè)于同濟(jì)大學(xué)土木工程學(xué)院,獲工學(xué)博士學(xué)位;2008-2009赴英國(guó)曼徹斯特大學(xué)土木工程學(xué)院訪問(wèn)學(xué)者。

研究方向:


1. 鋼結(jié)構(gòu)抗火理論與分析方法
          2. 大跨空間鋼結(jié)構(gòu)理論
          3. 鋼結(jié)構(gòu)特種結(jié)構(gòu)分析計(jì)算方法

科研成果及學(xué)術(shù)貢獻(xiàn):


1. 專著:
          (1) Guoqiang    Li, Peijun Wang. Advanced analysis and design of steel structures in fire,    Springer Press. 2012.

2.  SCI收錄期刊論文

[23] Zhu Xulin; Wang Peijun, Liu Mei. Behaviors of one-side bolted T-stub through thread holes under tension strengthened with backing plate. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017,134(1):53-65.

[22] Wang Peijun, Zhu Xulin, Liu Mei. Buckling behaviors and simplified design method for steel silos under locally distributed axial load. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,2017, 134(1):114-134 .

[21] Wang Peijun, Xue Zipeng, Xiao Shaowen. Seismic behavior of Self-Buckling-Restrained Steel Plate Shear Wall made by two incline-slotted infill plates. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 133(1): 47-64.

[20] Wang Peijun; Xia Jinhuan; Du Qiudi. Temperature Rise of a Protected Steel Column Exposed to Fire from Two Adjacent Sides. FIRE TECHNOLOGY, 2017, 52(6):1887-1914.

[19] Wang Peijun, Liu Changbin, Liu Mei. Large deflection behavior of restrained corrugated web steel beams in a fire. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,2016, 126(1): 92-106.

[18] Yicun Chang, Mei Liu, Peijun Wang. Interacted buckling failure of thin-walled irregular-shaped aluminum alloy column under axial compression. Thin-Walled Structures, 2016, 107 (5): 627-47.

[17] Peijun Wang, Li Zhu, Xulin Zhu, Flow pattern and normal pressure distribution in flat bottom silo discharged using wall outlet, Powder Technology, Volume 295, July 2016, Pages 104-114

[16] Peijun Wang, Kangrui Guo, Mei Liu, Lulu Zhang, Shear buckling strengths of web-posts in a castellated steel beam with hexagonal web openings, Journal of Constructional Steel Research, Volume 121, June 2016, Pages 173-184 [15] Peijun Wang, Xudong Wang, Mei Liu, Lulu Zhang, Web-post buckling of fully and partially protected cellular steel beams at elevated temperatures in a fire, Thin-Walled Structures, Volume 98, Part A, January 2016, Pages 29-38

[14] Peijun Wang, Changbin Liu, Mei Liu, Xudong Wang, Numerical studies on large deflection behaviour of axially restrained corrugated web steel beams at elevated temperatures, Thin-Walled Structures, Volume 98, Part A, January 2016, Pages 58-74

[13] Mei Liu, Yicun Chang, Peijun Wang, Lulu Zhang, Buckling behaviors of thin-walled aluminum alloy column with irregular-shaped cross section under axial compression in a fire, Thin-Walled Structures, Volume 98, Part A, January 2016, Pages 230-243

[12] Mei Liu, Lulu Zhang, Peijun Wang, Yicun Chang, Experimental investigation on local buckling behaviors of stiffened closed-section thin-walled aluminum alloy columns under compression, Thin-Walled Structures, Volume 94, September 2015, Pages 188-198

[11] Mei Liu, Lulu Zhang, Peijun Wang, Yicun Chang, Buckling behaviors of section aluminum alloy columns under axial compression, Engineering Structures, Volume 95, 15 July 2015, Pages 127-137

[10] Peijun Wang, Xudong Wang, Mei Liu, Practical method for calculating the buckling temperature of the web-post in a cellular steel beam in fire, Thin-Walled Structures, Volume 85, December 2014, Pages 441-455

[9] Peijun Wang, Xudong Wang, Ning Ma, Vertical shear buckling capacity of web-posts in castellated steel beams with fillet corner hexagonal web openings, Engineering Structures, Volume 75, 15 September 2014, Pages 315-326

[8] Peijun Wang, Qijie Ma, Xudong Wang, Investigation on Vierendeel mechanism failure of castellated steel beams with fillet corner web openings, Engineering Structures, Volume 74, 1 September 2014, Pages 44-51

[7] Peijun Wang, Ning Ma, Xudong Wang, Numerical studies on large deflection behaviors of restrained castellated steel beams in a fire, Journal of Constructional Steel Research, Volume 100, September 2014, Pages 136-145

[6] Qijie Ma, Peijun Wang, Simplified stability design method for the stiffened plate with slotted holes under uniform compression, Thin-Walled Structures, Volume 68, July 2013, Pages 35-41

[5] Meng Wang, Peijun Wang, Strategies to increase the robustness of endplate beam–column connections in fire, Journal of Constructional Steel Research, Volume 80, January 2013, Pages 109-120

[4] Wang Peijun, Xia Jinhuan, Du Qiudi. Temperature distribution of steel columns protected by sprayed fire retardant coatings with three sides exposed to fire. Fire and Materials, 2015, 39(5): 487-506

[3] Zheng Yuchao, Yan Yang, Wang Peijun. Buckling Strength of Pressurized Cylindrical Shells under Axial Compression. Applied Mechanics and Materials, 2014, 638-640: 1750-1753

[2] Ma Qijie, Wang Peijun, Huang Quan.Fire Resistance of Web-slotted Cold-formed Channel Columns with Non-uniform Temperature Distributions. Applied Mechanics and Materials, 2013, 353-356: 2313-2318

[1] Wang Peijun, Xia Jinhuan; du,Qiudi. Temperature Rise of a Protected Steel Column Exposed to Fire from Two Adjacent Sides. Fire Technology, 2015, Articles not published yet, but available online Article in Press.

3. 中文期刊論文

[15] 馬寧, 王培軍, 馮樹(shù)國(guó). 火災(zāi)高溫下受約束蜂窩鋼梁懸鏈線效應(yīng)研究[J]. 建筑鋼結(jié)構(gòu)進(jìn)展,2016,01:1-7+43.

[14] 張哲, 劉昌斌, 王培軍. 火災(zāi)高溫下軸向受約束波紋腹板梁受力性能參數(shù)分析[J]. 鋼結(jié)構(gòu),2016,01:94-99.

[13] 王旭東,王培軍. 蜂窩鋼梁孔間腹板屈曲性能研究進(jìn)展[J]. 建筑鋼結(jié)構(gòu)進(jìn)展,2014,06:1-13.

[12] 王培軍, 金環(huán), 杜秋笛. 厚型防火涂料保護(hù)鋼柱三面受火時(shí)截面溫度分布規(guī)律及計(jì)算方法[J]. 建筑鋼結(jié)構(gòu)進(jìn)展,2015,01:42-49.

[11] 王培軍, 王旭東, 馬寧. 圓角多邊孔蜂窩梁孔間腹板屈曲承載力研究[J]. 工程力學(xué),2015,04:145-152. (EI論文, 通訊作者)

[10] 王培軍, 金環(huán), 鄭玉超. 防火板保護(hù)鋼柱四面受火時(shí)截面溫度計(jì)算方法[J]. 建筑鋼結(jié)構(gòu)進(jìn)展,2015,02:44-51.

[9] 劉梅, 張露露, 培軍, 孫新城, 常熤存. 閉口加勁薄壁鋁合金軸壓構(gòu)件局部屈曲性能試驗(yàn)研究[J]. 建筑結(jié)構(gòu)學(xué)報(bào),2015,07:81-90. (EI論文, 通訊作者)

[8] 劉梅, 張露露, 王培軍. 復(fù)雜截面薄壁鋁合金軸壓構(gòu)件受力性能試驗(yàn)研究[J]. 建筑結(jié)構(gòu)學(xué)報(bào),2015,09:83-90. (EI論文, 通訊作者)

[7] 張哲, 劉昌斌, 王培軍. 火災(zāi)下軸向約束波紋腹板梁懸鏈線效應(yīng)分析[J]. 建筑鋼結(jié)構(gòu)進(jìn)展,2015,05:58-64.

[6] 王躍, 鄭玉超, 王培軍, 朱立. 局部壓力下薄壁鋼筒倉(cāng)屈曲性能研究[J]. 特種結(jié)構(gòu),2015,04:33-38.

[5] 王培軍, 夏金環(huán). 環(huán)向加勁鋼筒倉(cāng)在均勻內(nèi)壓作用下倉(cāng)壁等效厚度研究[J]. 特種結(jié)構(gòu),2014,01:13-19.

[4] 王培軍, 鄭玉超. 考慮內(nèi)壓影響的薄壁鋼板筒倉(cāng)屈曲承載力研究[J]. 特種結(jié)構(gòu),2013,06:7-14.

[3] 王培軍, 黃權(quán), 管謨達(dá), 王康, 邱學(xué)軍, 孫魯魯. 異形截面軸心受壓鋁合金構(gòu)件屈曲性能試驗(yàn)研究[J]. 土木建筑與環(huán)境工程,2013,01:70-75.

[2] 王培軍, 王曉. 截面溫度不均勻受約束鋼柱抗火性能試驗(yàn)研究與有限元分析[J]. 建筑結(jié)構(gòu)學(xué)報(bào),2013,03:28-34. (EI論文, 通訊作者)

[1] 馬奇杰, 王培軍, 鄭英杰. 腹板開(kāi)槽冷彎薄壁卷邊槽鋼抗火性能有限元分析模型[J]. 防災(zāi)減災(zāi)工程學(xué)報(bào),2012,02:205-209.

學(xué)術(shù)兼職和學(xué)術(shù)榮譽(yù):

中國(guó)建筑學(xué)會(huì)抗震防災(zāi)分會(huì)結(jié)構(gòu)抗火專業(yè)委員會(huì)委員
中國(guó)鋼結(jié)構(gòu)協(xié)會(huì)防火與防腐分會(huì)會(huì)員
中國(guó)鋼結(jié)構(gòu)協(xié)會(huì)結(jié)構(gòu)穩(wěn)定與疲勞分會(huì)會(huì)員
中國(guó)鋼結(jié)構(gòu)協(xié)會(huì)鋼-混凝土組合結(jié)構(gòu)分會(huì)會(huì)員
山東省消防總隊(duì)滅火救援專家組成員

承擔(dān)科研項(xiàng)目情況:

縱向科研項(xiàng)目:

[10] 國(guó)家自然科學(xué)面上基金. 常溫及火災(zāi)下新孔型蜂窩梁孔間腹板屈曲性能及分析方法. 2015-2019. 72.9萬(wàn).
[9] 國(guó)家自然基金青年基金. 受約束鋼柱抗火性能研究. 2010-2013. 20萬(wàn).
[8] 山東省重點(diǎn)研發(fā)計(jì)劃. 蜂窩鋼梁智能制造關(guān)鍵技術(shù)及裝備研發(fā). 2016-2018, 20萬(wàn).
[7] 山東省自然科學(xué)基金. 新孔型蜂窩梁研究開(kāi)發(fā)及設(shè)計(jì)理論. 2015-2018. 12萬(wàn).
[6] 山東省優(yōu)秀中青年科學(xué)家科研獎(jiǎng)勵(lì)基金. 受約束梁柱節(jié)點(diǎn)火災(zāi)升溫和降溫下受力性能. 2012-2014. 8萬(wàn).
[5] 山東大學(xué)自主創(chuàng)新基金交叉學(xué)科培育基金. 復(fù)雜截面鋁合金構(gòu)件缺陷機(jī)理及矯正技術(shù)研究. 2015-2019. 30萬(wàn).
[4] 山東大學(xué)自主創(chuàng)新基金. 考慮截面溫度不均勻分布鋼柱抗火性能. 2011-2013. 8萬(wàn).
[3] 國(guó)家博士后特別資助基金. 受約束鋼梁抗火設(shè)計(jì)理論. 2011-2012. 10萬(wàn).
[2] 國(guó)家博士后科學(xué)基金面上基金. 受約束梁柱節(jié)點(diǎn)抗火性能研究. 2010-2012. 5萬(wàn).
[1] 土木工程防災(zāi)國(guó)家重點(diǎn)試驗(yàn)室開(kāi)放基金. 高溫下鋼結(jié)構(gòu)框架柱受力性能研究. 2010-2012. 20萬(wàn).

橫向科研項(xiàng)目:

技術(shù)研發(fā)類:
[8] 歐洲標(biāo)準(zhǔn)鋼構(gòu)件節(jié)點(diǎn)設(shè)計(jì)及程序開(kāi)發(fā). 2016.04-2016.08.
[7] 低層混凝土密柱體系房屋研發(fā). 2016.11-2017.09.
[6] 裝配式組合鋼板剪力墻體系研發(fā). 2016.10-2018.10.
[5] 考慮物料側(cè)壓力的倉(cāng)頂結(jié)構(gòu)研發(fā). 2016.07-2016.09.
[4] 新型自防屈曲鋼板剪力墻研發(fā). 2015.10-2016.05.
[3] 鋼管混凝土柱-鋼梁連接節(jié)點(diǎn)試驗(yàn). 2014. 05-2014.10.
[2] 裝配式鋼筒倉(cāng)連接節(jié)點(diǎn)試驗(yàn). 2013.09-2014.03.
[1] 加勁鋼板筒倉(cāng)等效厚度分析. 2012.06-2012.09.
工程實(shí)踐類:
[5] 120米跨張弦桁架鋼結(jié)構(gòu)吊裝方案. 2016.10-2016.11.
[4] 考慮混凝土樓板貢獻(xiàn)的鋼-混凝土組合樓板優(yōu)化. 2016.08-2016.08.
[3] 鋼骨混凝土框架結(jié)構(gòu)防屈曲支撐深化設(shè)計(jì). 2015.07-2015.07.
[2] 大同鋼管桁架結(jié)構(gòu)鑄鋼節(jié)點(diǎn)深化設(shè)計(jì). 2014.06-2014.07.
[1] 太原90米跨膜結(jié)構(gòu)干煤棚結(jié)構(gòu)設(shè)計(jì). 2012. 05-2012.07.

對(duì)學(xué)生的要求及特別資助情況:

1. 性格開(kāi)朗,樂(lè)觀向上,勤奮刻苦;
          2. 有力學(xué)功底;
          3. 有英文聽(tīng)說(shuō)讀寫(xiě)能力。


通訊地址:山東省濟(jì)南市經(jīng)十路17922號(hào)山東大學(xué)千佛山校區(qū)土建學(xué)院

聯(lián)系電話:13808930272

電子郵箱: pjwang@sdu.edu.cn


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