乔丕忠 - 学术任职
乔丕忠于1993年获美国佛罗里达大西洋大学土木暨海洋工程硕士学位，1997年获美国西弗吉尼亚大学土木工程博士学位。华盛顿州立大学土木及环境工程系教授、和美国集成智能结构公司的创始人。美国注册职业工程师(Professional Engineer)和美国注册协会公证的结构工程师。美国土木工程协会(ASCE)会士(Fellow)；现任ASCE高等材料和结构委员会主席和工程力学部稳定委员会主席；ASCE航空工程学报(Journal of Aerospace Engineering)特邀主编、“结构健康监测”国际学报(Structural Health Monitoring, An International Journal)副主编、ASCE工程力学学报(Journal of Engineering Mechanics)副主编、ASCE航空工程学报(Journal of Aerospace Engineering)副主编；还是高等材料(Journal of Advanced Materials)及灾变进展(Disaster Advances)等国际期刊的编委；现为ASCE航空部五名执行委员(Executive Committee)之一。
乔丕忠 - 研究方向
乔丕忠于1997年获美国西弗吉尼亚大学土木工程（高等材料、结构和力学）博士学位，主要研究复合材料和智能材料的力学特性，本构关系，应用力学及分析力学，复合材料加强的混凝土的非线性分析，结构健康监测、结构优化、以及高性能材料在结构中的应用等领域。乔丕忠博士承担美国国家科学基金（NSF）、美国科学院（NAS）、美国联邦公路局（USDOT/FHWA）、美国航空航天局（NASA）、美国空军科学研究办公（AFOSR）室、波音公司（Boeing）等二十几项科研项目。
首次提出了双层梁剪切变形[1]和界面变形[2]理论[3]；创建了由离散板理论所得到的结构局部稳定显式解，已成功应用于美国航空业的结构分析[4-6]；研究了用智能材料进行结构健康监测的关键基础问题并发展了破坏检测新理论与方法[7-9]；提出了几种破坏模型，提升了复合材料对传统结构加固和修复的理论研究水平[10-13]；建立了超高阶夹层结构受冲击理论，提高了结构冲击和防护分析精度[14-15]；通过均匀性理论，求解各种空心结构材料的性能属性[16-17]；结合试验方法和现象，给出了结构损伤进展演化规律，发展了通用疲劳和概率破坏模型[18]等。共主持包括3项美国国家科学基金在内的20多项科研项目。
其学术期刊论文已“被SCI收录有110多篇；被SCI引用有1,000多篇次（h-index=18）；被EI收录140多篇”。获美国土木工程协会(ASCE)Journal of Composites for Construction首届最佳研究论文奖和2007年美国土木工程学会(ASCE)航空部“杰出科技贡献奖”等。
乔丕忠 - 引用文献
双层梁界面断裂力学：
[1] Wang, JL and Qiao PZ (乔丕忠)，(2004) .“Interface Crack between Two Shear Deformable Elastic Layers,” Journal of the Mechanics and Physics of Solids, 52(4): 891-905. (双层梁剪切变形理论)
[2] Qiao, PZ (乔丕忠) and Wang, JL, (2004). “Mechanics and Fracture of Crack-tip Deformable Bi-material Interface,” International Journal of Solids and Structures, 41(26): 7423-7444). (双层梁界面变形理论)
[3] Qiao, PZ (乔丕忠) and Wang, JL, (2005). “Novel Joint Deformation Models and their Application to Delamination Fracture Analysis,” Composites Science and Technology, 65(11-12): 1826-1839. (双层梁界面断裂力学的应用)
离散板理论和结构局部稳定显式解：
[4] Qiao, PZ (乔丕忠) and Zou, GP，(2002). “Local Buckling of Elastically Restrained Fiber-Reinforced Plastic Plates and its Applications to Box-Sections,” Journal of Engineering Mechanics, ASCE, 128 (12): 1324-1330. (离散板理论)
[5] Qiao, PZ (乔丕忠) and Zou, GP (2003). “Local Buckling of Composite Fiber-Reinforced Plastic Wide-Flange Sections,” Journal of Structural Engineering, ASCE, 129(1): 125-129. (离散板理论)
[6] Qiao, PZ (乔丕忠) and Shan, LY, (2005). “Explicit Local Buckling Analysis and Design of Fiber-reinforced Plastic Composite Structural Shapes,” Composite Structures, 70(4): 468-483. (离散板理论对求结构型材局部稳定显式解的应用)
破坏检测新理论与方法：
[7] Qiao, PZ (乔丕忠) and Cao, MS (2008). “Waveform Fractal Dimension for Mode Shape-based Damage Identification of Beam-type Structures,” International Journal of Solids and Structures, 45(22-23): 5946-5961. (波形分形理论)
[8] Cao, MS and Qiao, PZ (乔丕忠) (2008). “Integrated Wavelet Transform and its Application to Vibration Mode Shapes for Damage Detection of Beam-type Structures,” Smart Materials and Structures, 17(5) 055014（17pp) (集成小波转换理论)
[9] Fan, W. and Qiao, PZ (乔丕忠) (2009). “A 2-D Continuous Wavelet Transform of Mode Shape Data for Damage Detection of Plate Structures,” International Journal of Solids and Structures, 46(25-26): 4379-4395. (二维小波连续转换理论)
破坏试验模型：
[10] Davalos, JF, Madabhusi-Raman, P, and Qiao, PZ (乔丕忠) (1997). “Characterization of mode-I fracture of hybrid material interface bonds by the contoured DCB specimen,” Engineering Fracture Mechanics, 58(3): 173-192. (I型试验断裂模型)
[11] Qiao, PZ (乔丕忠), Wang, JL, and Davalos, JF (2003). “Tapered Beam on Elastic Foundation Model for Compliance Rate Change of TDCB specimen,” Engineering Fracture Mechanics, 70(2): 339-353. (I型试验断裂模型)
[12] Qiao, PZ (乔丕忠), Wang, JL, and Davalos, JF (2003). “Analysis of Tapered ENF Specimen and Characterization of Bonded Interface Fracture under Mode-II Loading,” International Journal of Solids and Structures, 40(8): 1865-1884. (II型试验断裂模型)
[13] Wang, JL and Qiao, PZ (乔丕忠) (2004). “Novel Beam Analysis of End-Notched Flexure Specimen for Mode-II Fracture,” Engineering Fracture Mechanics, 71(2): 219-231. (II型断裂模型)
结构冲击和防护：
[14] Yang, MJ and Qiao, PZ (乔丕忠) (2005). “Higher-order Impact Modeling of Sandwich Beams with Flexible Core,” International Journal of Solids and Structures, 42(20): 5460-5490. (超高阶夹层结构受冲击理论)
[15] Yang, MJ and Qiao, PZ (乔丕忠) (2010). “Analysis of Cushion Systems for Impact Projection Design of Bridges against Overheight Vehicle Collision,” International Journal of Impact Engineering, 37(12): 1219-1227. (结构冲击和防护分析方法)
材料均匀化分析和理论：
[16] Xu, XF, Qiao, PZ (乔丕忠), and Davalos, JF. (2001). “On the Transverse Shear Stiffness of Composite Honeycomb Core with General Configuration,” Journal of Engineering Mechanics, ASCE, 127(11): 1144-1151. (蜂窝夹心体的横向剪切模量)
[17] Xu, XF and Qiao, PZ (乔丕忠) (2002). “Homogenized Elastic Properties of Honeycomb Sandwich with Skin Effect,” International Journal of Solids and Structures, 39(8): 2153-2188. (蜂窝三层板的均匀化模量)
材料疲劳通用试验方法：
[18] Qiao, PZ (乔丕忠) and Yang, MJ (2006). “Fatigue Life Prediction of Pultruded E-glass/Polyurethane Composites,” Journal of Composite Materials, 40(9): 815-837. (复合材料疲劳寿命预测)