Profil

ZHANG Qingjie

Main Referenced Co-authors
SCHÄFER, Markus  (19)
Bergmann, Marco (3)
Banfi, Mike (2)
ERGUN, Ozgun  (2)
Santos-Ferreira, Katia (2)
Main Referenced Keywords
Composite Structures (8); Eurocode 4 (5); Chinese Design Code (3); Strain-limited design (3); Chinese JGJ138-2016 (2);
Main Referenced Disciplines
Civil engineering (21)

Publications (total 21)

The most downloaded
339 downloads
ZHANG, Q. (2020). MOMENT AND LONGITUDINAL RESISTANCE FOR COMPOSITE BEAMS BASED ON STRAIN LIMITED DESIGN METHOD [Doctoral thesis, Unilu - University of Luxembourg]. ORBilu-University of Luxembourg. https://orbilu.uni.lu/handle/10993/44554 https://hdl.handle.net/10993/44554

The most cited

3 citations (OpenCitations)

SCHÄFER, M., & ZHANG, Q. (July 2019). Zur dehnungsbegrenzten Momententragfähigkeit von Flachdecken in Verbundbauweise. Stahlbau, 88(2019) (Heft 7). doi:10.1002/stab.201900051 https://hdl.handle.net/10993/40630

Schäfer, M., ZHANG, Q., ZOGU, P., Bergmann, M., & ERGUN, O. (February 2023). ASSESSMENT OF GENERAL METHOD FOR COMPOSITE COLUMN DESIGN IN EN 1994‐1‐1 AND COMPARISON WITH SIMPLIFIED METHOD. ce/papers, 6 (1), 195-206. doi:10.1002/cepa.1904
Peer reviewed

SCHÄFER, M., ZHANG, Q., & Bergmann, M. (December 2021). Bemessung von Verbundstützen – Update prEN 1994-1-1. Stahlbau, 90 (12), 903-912. doi:10.1002/stab.202100089
Peer reviewed

ZHANG, Q., & SCHÄFER, M. (2021). Partial shear diagram of slim-floor beams. In I. Burgess (Ed.), Special Issue: Proceedings of Eurosteel 2021: Sheffield - Steel's coming home (Volume 4, Issue 2-4, pp. 685-690). Wiley Online Library. doi:10.1002/cepa.1349
Peer reviewed

Anwaar, O., SCHÄFER, M., & ZHANG, Q. (2021). Non-linear Analysis of Circular Composite Columns. In I. Burgess (Ed.), Special Issue: Proceedings of Eurosteel 2021: Sheffield - Steel's coming home (Volume 4, Issue 2-4, pp. 691-699). Wiley Online Library. doi:10.1002/cepa.1350
Peer reviewed

SCHÄFER, M., ZHANG, Q., ZOGU, P., Bergmann, M., ERGUN, O., FODOR, J., & Fejzic, E. (2021). Non-linear design for composite structures in steel and concrete in reference to Eurocode 4, Part 1-1. (Unilu - University of Luxembourg, Luxembourg, Composite Structures in steel and concrete - nonlinear design).

SCHÄFER, M., ZHANG, Q., Braun, M., & Banfi, M. (May 2021). Limitations of plastic bending resistance for composite beams deviated from strain-limitation. Journal of Constructional Steel Research, 180 (106562). doi:10.1016/j.jcsr.2021.106562
Peer Reviewed verified by ORBi

ZHANG, Q. (2020). MOMENT AND LONGITUDINAL RESISTANCE FOR COMPOSITE BEAMS BASED ON STRAIN LIMITED DESIGN METHOD [Doctoral thesis, Unilu - University of Luxembourg]. ORBilu-University of Luxembourg. https://orbilu.uni.lu/handle/10993/44554

ZHANG, Q., SCHÄFER, M., & Kurz, W. (2019). Impact of reinforcement to moment resistance of composite slabs. In The 2019 World Congress on Advances in Structural Engineering and Mechanics (ASEM19).
Peer reviewed

SCHÄFER, M., ZHANG, Q., Braun, & Banfi, M. (2019). PLASTIC DESIGN FOR COMPOSITE BEAMS - ARE THERE ANY LIMITS? In Proceedings of the 9th International Conference on Steel and Aluminium Structures ICSAS19.
Peer reviewed

SCHÄFER, M., & ZHANG, Q. (July 2019). Zur dehnungsbegrenzten Momententragfähigkeit von Flachdecken in Verbundbauweise. Stahlbau, 88(2019) (Heft 7). doi:10.1002/stab.201900051
Peer Reviewed verified by ORBi

ZHANG, Q., & SCHÄFER, M. (2019). Slim-floor beam bending moment resistance considering partial shear connection. In F. Wald & M. Jandera, Stability and Ductility of Steel Structures 2019 (pp. 1326-1333). CRC Press.

SCHÄFER, M. (Ed.), ZHANG, Q. (Ed.), Bender, M. (Ed.), Wong Ho Fai (Ed.), Luk Sung Hei (Ed.), Santos-Ferreira, K. (Other coll.), YOLACAN, T. F. (Other coll.), Ollinger, N. (Other coll.), ANWAAR,, O. (Other coll.), OESTREICHER, L. (Other coll.), & Nikolay, H. (Other coll.). (2018). AVEC BNT - Analysis and Comparison of European and Chinese Design Codes - B. Script & Examples. Trier, Germany: BNT.

ZHANG, Q., SCHÄFER, M., & Santos-Ferreira, K. (2018). Comparison of Design Codes for Composite Beams of Steel and Concrete in Europe and China. In 12th Japanese-German Bridge Symposium (pp. 10).
Peer reviewed

SCHÄFER, M., & ZHANG, Q. (2018). Particularities for plastic design of composite beams with deep plastic neutral axis. In 12th Japanese-German Bridge Symposium (pp. 10). Munich, Germany: Universität der Bundeswehr.
Peer reviewed

ZHANG, Q., & SCHÄFER, M. (31 August 2018). Comparison of Eurocodes and the Chinese standards - Design basics and Design of Composite structure [Paper presentation]. Seminar für Ingenieure - Massiv- und Verbundtragwerke, Luxemburg - Kirchberg, Luxembourg.

ZHANG, Q., & SCHÄFER, M. (30 August 2018). Comparison of Eurocodes and the Chinese standards - Design basics and Design of Composite structure  [Paper presentation]. 4. Trierer Bauseminar - Stahlbeton- und Verbundtragwerke, Trier, Germany.

ZHANG, Q., & SCHÄFER, M. (2018). Comparison of design for composite columns in steel and concrete according to Eurocode 4 and Chinese design codes. In M. Romero, Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018) (pp. 8). Valencia, Spain: Universitat Politècnica de València.
Peer reviewed

ZHANG, Q., & SCHÄFER, M. (2018). Longitudinal Shaer in Composite Beams. In Young Engineers Colloquium Munich 2018 (pp. 38-39). München, Germany: Universität der Bundeswehr.

SANTOS FERREIRA, K., ZHANG, Q., & SCHÄFER, M. (2018). Analysis and Comparison of Eurocodes and Chinese codes of Design. In Young Engineers Colloquium Munich 2018 (pp. 82 - 83). Munich, Germany: Universität der Bundeswehr.
Peer reviewed

ZHANG, Q., & SCHÄFER, M. (06 March 2018). Comparison of design for steel and concrete beams according to EN 1994-1-1 and Chinese JGJ138-2016 [Paper presentation]. 21. DASt-Forschungskolloquium, Kaiserslautern, Germany.

ZHANG, Q., & SCHÄFER, M. (2017). Comparison of design for composite beams in steel and concrete according to Eurocode 4 and Chinese Design Codes. In XI Conference on Steel and Composite Construction (Wiley Online Library). United Kingdom: Wiley Online.
Peer reviewed

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