Now an annual tradition of sorts, here are the Journal articles in 2025 from the research group:<\/p>\n
Ding, C., Xia, Y., Akchurin, D., Blum, H. B., Li, Z., and Schafer, B. W. (2026). “Flexural strength of advanced high strength steel lipped channels.” Thin-Walled Structures,\u00a0<\/em>218 doi:10.1016\/j.tws.2025.114112<\/a>.<\/p>\n Abbasi, M., Rasmussen, K. J. R., Khezri, M., and Schafer, B. W. (2025). “Design Rules for the Sectional Buckling of Built-Up Cold-Formed Steel Members in Compression.” J.Struct.Eng.,\u00a0<\/em>151(9), doi:10.1061\/JSENDH.STENG-14404<\/a>.<\/p>\n Akchurin, D., Torabian, S., and Schafer, B. W. (2025). “High-strength cold-formed steel stiffened channel section: Axial compressive strength and initial geometric imperfections.” Thin-Walled Structures,\u00a0<\/em>206 doi:10.1016\/j.tws.2024.112604<\/a>.<\/p>\n Ding, C., Glauz, R. S., and Schafer, B. W. (2025). “Section Method for Critical Local Buckling Stresses of Cold-Formed Steel C-Sections with Centered Rectangular Web Holes.” J.Struct.Eng.,\u00a0<\/em>151(6), doi:10.1061\/JSENDH.STENG-14409<\/a>.<\/p>\n Rasmussen, K. J. R., Khezri, M., Zhang, H., and Schafer, B. W. (2025). “Recent research on built-up cold-formed steel structures.” Thin-Walled Structures,\u00a0<\/em>215 doi:10.1016\/j.tws.2025.113546<\/a>.<\/p>\n Xie, J., Schafer, B. W., and Gernay, T. (2025). “A review of experiments on cold-formed steel members at elevated temperatures.” Journal of Constructional Steel Research,\u00a0<\/em>229 doi:10.1016\/j.jcsr.2025.109482<\/a>.<\/p>\n Zhang, Z., Singh, A., Speicher, M. S., Peterman, K. D., Hutchinson, T. C., and Schafer, B. W. (2025). “Modeling cold-formed steel framed wall-lines with steel sheet sheathed shear walls.” Thin-Walled Structures,\u00a0<\/em>214 doi:10.1016\/j.tws.2025.113408<\/a>.<\/p>\n \u00c1d\u00e1ny, S., and Schafer, B. W. (2025a). “Application of the Finite Tube Method for the analysis of tubular members: Buckling length, signature curve.” Thin-Walled Structures,\u00a0<\/em>212 doi:10.1016\/j.tws.2025.113171<\/a>.<\/p>\n \u00c1d\u00e1ny, S., and Schafer, B. W. (2025b). “Finite Tube Method for buckling analysis of tubular members using Fourier-approximation for the displacements.” Thin-Walled Structures,\u00a0<\/em>206 doi:10.1016\/j.tws.2024.112672<\/a>.<\/p>\n Bin Shahadat, M. R., Doranehgard, M. H., Cai, W., Meneveau, C., Schafer, B. W., and Li, Z. (2025). “An airfoil-based synthetic actuator disk model for wind turbine aerodynamic and structural analysis.” Renewable Energy,\u00a0<\/em>255 doi:10.1016\/j.renene.2025.123780<\/a>.<\/p>\n Ding, V., Torabian, S., \u00c1d\u00e1ny, S., Yun, X., Pervizaj, A., Myers, A. T., and Schafer, B. W. (2025a). “Experimental Results of Stability of Cylindrical Shells under Combined Bending and Torsion.” J.Struct.Eng.,\u00a0<\/em>151(1), doi:10.1061\/JSENDH.STENG-13381<\/a>.<\/p>\n Akchurin, D., Torabian, S., and Schafer, B. W. (2025). “High-strength cold-formed steel stiffened channel section: Axial compressive strength and initial geometric imperfections.” Thin-Walled Structures,\u00a0<\/em>206 doi:10.1016\/j.tws.2024.112604<\/a>.<\/p>\n Glauz, R. S., and Schafer, B. W. (2025). “Generalized Elastic Lateral-Torsional Buckling of Steel Beams.” Eng.J.,\u00a0<\/em>62(1), 27\u201342. https:\/\/doi.org\/10.62913\/engj.v62i1.1336<\/a><\/p>\n Jin, S., \u00c1d\u00e1ny, S., Li, Z., and Schafer, B. W. (2025). “From kinematics to forces: A novel constrained finite strip method for thin-walled member modal analysis.” Journal of Constructional Steel Research,\u00a0<\/em>235 doi:10.1016\/j.jcsr.2025.109917<\/a>.<\/p>\n Rahnavard, R., Craveiro, H. D., Sim\u00f5es, R. A., Torabian, S., and Schafer, B. W. (2026). “Design of bolted shear connectors used in cold-formed steel-lightweight concrete (CFS-LWC) systems.” Eng.Struct.,\u00a0<\/em>347 doi:10.1016\/j.engstruct.2025.121733<\/a>.<\/p>\n Rahnavard, R., Craveiro, H. D., Sim\u00f5es, R. A., Torabian, S., and Schafer, B. W. (2025). “Built-up cold-formed steel lightweight concrete (CFS-LWC) composite beams: applicability of EN 1994-1-1 and AISC-360.” Thin-Walled Structures,\u00a0<\/em>214 doi:10.1016\/j.tws.2025.113301<\/a>.<\/p>\n","protected":false},"excerpt":{"rendered":" Now an annual tradition of sorts, here are the Journal articles in 2025 from the research group: Cold-Formed Steel Members<\/p>\n","protected":false},"author":10,"featured_media":765,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-723","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts\/723","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/users\/10"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/comments?post=723"}],"version-history":[{"count":2,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts\/723\/revisions"}],"predecessor-version":[{"id":727,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts\/723\/revisions\/727"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/media\/765"}],"wp:attachment":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/media?parent=723"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/categories?post=723"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/tags?post=723"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}Wind Turbine Towers, Wind Energy, and Mechanics of Tubes<\/strong><\/h2>\n
Cold-formed Steel in Ground Mounted Solar<\/h2>\n
General Structural Stability<\/strong><\/h2>\n
Composite Construction<\/h2>\n