Scholarlink

This paper investigates the flexural behaviorFlexural behavior of UHPCUltra-High Performance Concrete (UHPC)-light steelSteel framed sandwich insulated wall panelsWall panel (UHPCUltra-High Performance Concrete (UHPC)-LGSS) through four-point bending tests. The experimental results revealed that the load-deflection curve exhibited two predominant phases: an elastic stage and a plastic development stage, with an elastic stiffness of approximately 7.45 kN/mm. When the wall panelWall panel reached an ultimate deflection of 62 mm, the corresponding ultimate failure load was 327 kN, demonstrating substantial load-bearing capacity and favorable ductility that satisfy the service requirements for external cladding panels in framed structures. The deflection distribution of the wall panelWall panel exhibited a predictable pattern: maximum deflections were consistently concentrated at mid-span cross-sections across all spans; a pronounced span effect was observed in mid-span deflections, with longer spans exhibiting significantly greater mid-span deflections compared to shorter spans; and warping deformations were observed at the four corners of the panel. Notably, the end spans of the light-gauge steelSteel studs constituted the weakest zones and were the first to undergo yielding.

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Experimental Study on Flexural Behavior of UHPC-Light-Gauge Steel Stud Sandwich Insulated Wall Panel Under Four-Point Bending Support

  • 会议论文

  • 发表日期：

    2026年

查看全文
  • Pianpian Huang,
  • Renjie Shang,
  • Weichen Xue,
  • Ya Li

摘要

This paper investigates the flexural behaviorFlexural behavior of UHPCUltra-High Performance Concrete (UHPC)-light steelSteel framed sandwich insulated wall panelsWall panel (UHPCUltra-High Performance Concrete (UHPC)-LGSS) through four-point bending tests. The experimental results revealed that the load-deflection curve exhibited two predominant phases: an elastic stage and a plastic development stage, with an elastic stiffness of approximately 7.45 kN/mm. When the wall panelWall panel reached an ultimate deflection of 62 mm, the corresponding ultimate failure load was 327 kN, demonstrating substantial load-bearing capacity and favorable ductility that satisfy the service requirements for external cladding panels in framed structures. The deflection distribution of the wall panelWall panel exhibited a predictable pattern: maximum deflections were consistently concentrated at mid-span cross-sections across all spans; a pronounced span effect was observed in mid-span deflections, with longer spans exhibiting significantly greater mid-span deflections compared to shorter spans; and warping deformations were observed at the four corners of the panel. Notably, the end spans of the light-gauge steelSteel studs constituted the weakest zones and were the first to undergo yielding.